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HomeMy WebLinkAboutPZ.2014.0724.Minutes TOWN OF FOUNTAIN HILLS MINUTES OF THE REGULAR SESSION OF THE PLANNING & ZONING COMMISSION JULY 24, 2014 Chairman Lloyd Pew opened the meeting at 6:30 p.m. The following Commissioners were present: Chairman Lloyd Pew, Vice-Chairman Michael Archambault, Commissioners Angela Strohan, Gene Slechta, Stan Connick, Steven Harris, and Howie Jones. Also in attendance were Robert Rodgers Senior Planner, and Janice Baxter Executive Assistant and Recorder of the minutes. Chairman Lloyd Pew requested participation in the Pledge of Allegiance and a moment of silent reflection. ROLL CALL: Commissioner Angela Strohan present Commissioner Gene Slechta present Commissioner Stan Connick present Commissioner Steven Harris present Commissioner Howie Jones present Vice-Chairman Michael Archambault present 410 Chairman Lloyd Pew present SCHEDULED PUBLIC APPEARANCES/PRESENTATIONS i.) Report with discussion and possible direction to staff regarding initiating amendments to the Hillside Disturbance regulations in the zoning and/or subdivision ordinances. — Vice-Chairman Michael Archambault. Vice-Chairman Archambault listed the members of the subcommittee who discussed and decided on recommendations for amendments to the HPE Ordinance. These subcommittee members met from March through May 2014. Those members are as follows: 1. Vice-Chairman Michael Archambault—Chairman of the subcommittee 2. Town Councilmember Dennis Brown 3. Chairman Lloyd Pew 4. Commissioner Steven Harris 5. Dave Montgomery, Montgomery Engineering 6. Clint Scherf, Civil Designer 7. Robert Rodgers, Senior Planner and Zoning Administrator 8. Janice Baxter, recorder of the minutes Vice-Chairman Archambault explained to the Commission the subcommittee's concerns and 11) possible resolutions to the problems associated with some parcels that need some allowances on the Town's Hillside Protection ordinance to feasibly build a structure. Page 1 of 4 The subcommittee members agreed to a total of six recommendations and voted on suggesting the following amendments as follows: 1. Allow a 20' wide driveway path exemption between the front property line and the garage door, or front of house if there is not garage. (Affecting Section 5.04.B) 2. Allow a 10' wide utility trench exemption subject to written confirmation of the requirement from the utility that the trench be outside of the driveway exemption area AND that the trench area be re-vegetated. (Affecting Sections 5.02.B and 5.04.B.1.b) 3. Slopes shall be considered "Hillside" slopes if they are 20% or greater. (Affecting Sections 5.02.B. and 5.04.A) 4. Up to 40% of the "Hillside" slope areas on a residential lot may be disturbed. (Affecting Section 5.4.B.1.b) 5. Commercially and Industrially zoned properties shall be exempt from the hillside disturbance limitations. (Affection Section 5.04.B.1.b) 6. Residential lots that are zoned R1-6, R1-6A, Rl-8, R1-8A, RI-10 and R1-10A(Small Lot Zoning) shall be exempt from the hillside disturbance limitations and be 100% disturbable. (Affecting Section 5.04.B.1.b) • Chairman Pew asked for a vote to accept the report, as presented. The Commission approved and accepted the report in a 7-0, voice vote. Chairman Pew then asked for a motion from the Commissioners to direct staff to research and bring this item back to the Commission for consideration and approval. Commissioner Gene Slechta made a MOTION to go forward with the possible amended Zoning Ordinance. Commissioner Stan Connick SECONDED and the MOTION CARRIED 7-0. CALL TO THE PUBLIC No one requested to speak. AGENDA ITEM #1 - CONSIDERATION of APPROVING the meeting minutes from the regular session of the Planning and Zoning Commission dated Thursday,April 24,2014. Vice-Chairman Michael Archambault MOVED to APPROVE the meeting minutes dated Thursday, April 24, 2014, as written. Commissioner Howie Jones SECONDED. A roll call was taken and the MOTION CARRIED 7—0. Chairman Lloyd Pew aye Commissioner Steven Harris aye Commissioner Angela Strohan aye Commissioner Gene Slechta aye Page 2 of 4 Vice-Chairman Michael Archambault aye Commissioner Stan Connick aye Commissioner Howie Jones aye AGENDA ITEM #2— PUBLIC HEARING to receive comments on ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning Ordinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea Boulevard, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case#Z2014-02 Chairman Lloyd Pew announced that the Commission's consideration of this rezoning request to accommodate a new Tractor Supply Company Store in Fountain Hills had been postponed. The Commission was to have discussed a proposed PAD zoning for the store at this meeting but at the request from the applicant, this item would be delayed and rescheduled to the August 28, 2014, Planning and Zoning Commission meeting. AGENDA ITEM #3 — CONSIDERATION of ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning Ordinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea Boulevard, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case#Z2014-02 Postponed until Thursday, August 28, 2014. AGENDA ITEM#4—COMMISSION DISCUSSION/REQUEST FOR RESEARCH Mr. Rodgers acknowledged the Commission's request to research and to bring forward a Hillside Protection, Zoning Ordinance amendment for their consideration. AGENDA ITEM#5- SUMMARY OF COMMISSION REQUEST from Senior Planner. None AGENDA ITEM #6— REPORT from Senior Planner and Zoning Administrator, Planning and Zoning Division of Development Services. Robert Rodgers informed the Commission that the Tractor Supply agenda item was rescheduled until Thursday, August 28, 2014 and Town Council would hear the item on Thursday, September 18, 2014. Mr. Rodgers also said that there would be an Open House held on Tuesday, July 29, 2014, concerning the Saguaro Boulevard reconstruction project. The Open House would be held in the Town Council Chambers from 5 — 6 p.m. and the Engineering Company's representative would be in attendance to explain the process and answer any questions that residents may have. Mr. Rodgers also informed the group that the Shea Boulevard widening contract would be 4;) awarded at the Town Council meeting dated Thursday, August 7, 2014, with the project starting around the end of August 2014. Page 3 of 4 tor Chairman Lloyd Pew welcomed Commissioner Howie Jones to the Planning and Zoning Commission. AGENDA ITEM#7 -ADJOURNMENT. Commissioner Gene Slechta MOVED to adjourn and Commissioner Angela Strohan SECONDED and the MOTION CARRIED 7-0. The meeting ADJOURNED at 6:55 p.m. FOUNTAIN HILLS PLANNING & ZONING COMMISSION BY: // ✓�� >� Chairman Lloyd Pew ATTEST: /1, Dye/ye-Ir.,/CERTIFICATION S"v""s 1�%Yt�� I hereby certify that the foregoing minutes are a true and correct copy of the minutes of the meeting of the Fountain Hills Planning and Zoning Commission held on the 24th day of July 2014, in the Town Council Chambers, 16705 E. Avenue of the Fountains, Fountain Hills, AZ 85268. I further certify that the meeting was duly called and that a quorum was present. Dated this 24th day of July 2014 4Ettliee-BEetter-7-ResePlar- /9.1/de L Page 4 of 4 Tractor Supply zoning request postponed- fhtimes.com: Local News Page 1 of 1 Tractor Supply zoning request postponed Posted: Thursday,July 24, 2014 1:11 pm Planning and Zoning Commission consideration of a rezoning request to accommodate a new Tractor Supply Company Store in Fountain Hills has been postponed. The commission was to have discussed a proposed PAD zoning for the store at its meeting today, Thursday, July 24, at 6:30 p.m. Town Senior Planner Bob Rodgers said the request for the delay came from the applicant. He said the town has no issues with the application. Rodgers said the item will tentatively be rescheduled for the commission to consider on Thursday, Aug. 28. C http://www.fhtimes.com/news/local_news/article_bd2d8f46-136e-11 e4-a72b-001a4bcf687... 7/24/2014 ty.1AINI TOWN OF FOUNTAIN HILLS 4. Cam Z X Planning and Zoning wir . . Board of Adjustment 94,thar �fop AGENDA ACTION FORM Meeting Date: July 24, 2014 Agenda Type: Regular Meeting Type: Regular Submitting Department: Development Services Staff Contact Information: Bob Rodgers, Senior Planner, 480-816-5138, rrodgers@fh.az.gov REQUEST TO PLANNING & ZONING COMMISSION: Hillside Ordinance Subcommittee — Report with discussion and possible direction to staff regarding initiating amendments to the Hillside Disturbance regulations in the zoning and/or subdivision ordinances. Applicant: Development Services Department aplicant Contact Information: Bob Rodgers, Senior Planner, 480-816-5138, rrodgers@fh.az.gov Property Location: Town-Wide Related Ordinance, Policy or Guiding Principle: Fountain Hills Zoning Ordinance — Section 5.11 Land Disturbance Standards Fountain Hills Subdivision Ordinance — Section 5.01 Land Disturbance Standards Purpose & Intent Fountain Hills Subdivision Ordinance — Section 5.04 Hillside Disturbance Staff Summary (background): The Planning & Zoning Commission formed a subcommittee on February 27, 2014 with the purpose of reviewing the ordinances related to the hillside disturbance envelopes and the way they are calculated. The subcommittee was charged to look into making recommendations for revising the standards in order to allow a greater degree of flexibility during hillside lot design and development. The committee consisted of the following members: Town Council member Dennis Brown Planning Commission Chairman Lloyd Pew Planning Commission Vice Chairman Michael Archambault Planning Commissioner Steven Harris Dave Montgomery Clint Scherf Page 1 of 3 Hillside Disturbance Subcommittee Report The purpose of this discussion is to allow the subcommittee to report its findings and recommendations to the full Planning & Zoning Commission and to assess the Commission's interest beginning the ordinance amendment initiation process. The subcommittee recommendations are outlined below: Hillside Ordinance Review Subcommittee Recommendations The Review Subcommittee recommends the following changes in the Subdivision Regulations to the Hillside Protection Ordinance Sections: 1. Allow a 20' wide driveway path exemption between the front property line and the garage door, or front of house if there is no garage. (Affecting Section 5.04.B) 2. Allow a 10' wide utility trench exemption subject to written confirmation of the requirement from the utility that the trench be outside of the driveway exemption area AND that the trench area be re-vegetated. (Affecting Sections 5.02.B, & 5.04.B.1.b) 3. Slopes shall be considered"Hillside" slopes if they are 20% or greater. (Affecting Sections 5.02.B, & 5.04.A) 4. Up to 40% of the "Hillside" slope areas on a residential lot may be disturbed. (Affecting Section 5.04.B.1.b) 5. Commercially and Industrially zoned properties shall be exempt from the hillside disturbance limitations. (Affecting Section 5.04.B.1.b) 6. Residential lots that are zoned R1-6, R1-6A, R1-8, R1-8A, R1-10 and RI-10A(Small Lot Zoning) shall be exempt from the hillside disturbance limitations and be 100% disturbable. (Affecting Section 5.04.B.1.b) There are also a number of subsections which will need to be amended to reflect the different hillside slope definition. Risk Analysis (options or alternatives with implications): NA Fiscal Impact (initial and ongoing costs; budget status): NA Recommendation(s): NA Staff Recommendation(s): NA C Page 2 of 3 Hillside Disturbance Subcommittee Report SUGGESTED MOTIONS: ove that the Commission accept the Hillside Ordinance subcommittee's report as presented. p p Move that the Commission direct staff to prepare a report for inclusion in an upcoming agenda for the CONSIDERATION of INITIATING an amendment to the Fountain Hills Zoning Ordinance to revise the hillside protection standards in order to allow a greater degree of flexibility during hillside lot design and development according to the recommendations made by the subcommittee this evening. Attachment(s): Fountain Hills Subdivision Ordinance —Article 5 Submitted by: Robert Rodgers '`::' 7/8/2014 Name/Title Date Approved b 7/7 7/ De eloP ment Services Director Date IP Page 3 of 3 Fountain Hills Subdivision Ordinance ARTICLE 5 GRADING STANDARDS Sections: 5.01 Land Disturbance Standards Purpose and Intent 5.02 Subdivision Grading Standards 5.03 Cut and Fill Standards 5.04 Hillside Disturbance 5.05 Washes/Drainage 5.06 Retaining Walls 5.07 Walls and Fences 5.08 Local Streets 5.09 On-Site Street Name Signs (Public Streets) Page 1 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Cr. Section 5.01 Land Disturbance Standards Purpose and Intent The principal purpose of these Land Disturbance Standards is to allow the reasonable use and development of land while promoting the public health, safety, convenience and general welfare of the citizens of the Town. These standards are to help maintain the character, identity, and image of the Town. The primary objectives of the Land Disturbance Standards are: to minimize the possible loss of life and property through the careful regulation of development; to protect watershed, natural waterways; to ensure that all new development is free from adverse drainage conditions; to protect against soil erosion; to minimize land disturbance and encourage preservation of the natural character and aesthetic value of the desert within the Town and preserve the general visual character of graded sites by allowing the flexibility necessary to produce unique, environmentally sensitive projects; and to provide for the protection of the existing landscape by encouraging retention of natural topographic features, native vegetation, and wildlife habitat. To meet these objectives, it is necessary during planning and implementation of grading activities to give consideration to the following: conservation of the natural environmental function of the site; compatibility with the surrounding land; stabilization of hillsides, slopes, or other areas subject to erosion or mass movement; and the preservation of the natural capacity of drainage courses and protection of natural drainage ways. It is the intent of these requirements to provide specific land disturbance standards for the development of land within the Town. Standard Town requirements for subdivision design, storm water retention and detention, rights-of-way, pavement widths and street design shall apply, except where alternatives may be permitted to maintain the natural desert character of the area. Section 5.02 Subdivision Grading Standards A. Grading Permits: Prior to the issuance of a zoning clearance or a grading permit, no person shall cause or permit any clearing or grading on, or to, any site other than soil tests conducted on a parcel of land 100 square feet maximum in size. Any brushing, clearing, or grading in all zoning districts, on any vacant lots, or on developed lots in non-disturbance areas as set forth in this Article or Hillside Protection Easements, shall require a grading permit and shall be preapproved by the Fire Marshal or authorized representative. In no case shall any brushing, clearing, or grading extend further than a defensible space which shall be defined as, and shall be limited to, a band of land Page 2 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 410, measured horizontally up to a maximum of 30 feet from any structure. Any cacti, shrub or plant in the defensible space shall not be removed unless identified as dead by the Fire Marshal. Dead trees in the defensible space shall be removed. Live vegetation beneath trees within the defensible space shall not be removed, but should be maintained at a height that will deter its functioning as a "ladder" for fire to travel from the ground vegetation into the tree crown. Live vegetation within the defensible space shall have all dead material removed and should be thinned and pruned to reduce fire intensity and rate of spread. Owners of vacant lots shall provide a defensible space from an adjoining property owner's structure per written recommendations determined from an on-site inspection from the Fire Marshall or authorized designee. Any clearing for a defensible space that extends into a non-disturbance area or into a Hillside Protection Easement area is prohibited without prior written authorization from the Fire Marshal or authorized designee after an on-site inspection of the area. Any clearing of a vacant lot is prohibited unless the clearing is for a defensible space to an adjoining structure as outlined previously in this subsection. Elimination of wildlife habitat for protected species is 14. prohibited. A person found guilty of violating the provisions of this Subsection 5.02.A shall be subject to the penalties established in Subsection 5.02.B.11.d of this article. B. Grading Standards: 1. Grading of Non Single-Family and Non-Duplex Zoned Platted Land that is Located in Plats Where Applications Were Made and Accepted Prior to November 3, 1996: On platted land where the plat application was made and accepted by the Town or Maricopa County before November 3, 1996 the area permitted to be disturbed on any non single-family and non-duplex zoned platted land is unlimited on terrain sloping less than 15%. Disturbance on slopes equal to or exceeding 15% is limited to the percentage equivalent to the "lot coverage percentage" prescribed in the applicable zoning district. 2. Grading of Single-Family Residential and Duplex Zoned Platted Land that is Located in Plats Where Applications Were Made and Accepted Prior to November 3, 1996: In all single-family and duplex Residential Zoning Districts the extent of disturbance on platted land where the plat application was made and accepted by the Town or Maricopa County before November 3, Page 3 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 0 1996, shall be limited to the following (lots used for governmental purposes and owned by utility companies that are regulated by the Arizona Corporation Commission and owned by other political subdivisions of the State are exempt from the lot disturbance limitations of this subsection): a. Four times the size of the footprint of the house or building, (including the pad for the house or building). "Footprint" means that area of the house or building measured from the outside walls (excluding any overhanging portions) which includes indoor uses such as attached garage, carport, utility room, laundry, etc. (including covered patios and breezeways which are an integral part of the roof structure of the house or building). A 20 foot wide band of primary driveway access is excluded from the land disturbance area limitations. If a residual area remains after computing the allowed area of disturbance of a lot or parcel, and any of the following conditions apply, the Community Development Director or designee, may allow the property owner to disturb all or a portion of residual area: ID1. The residual area of the lot or parcel was previously permitted to be disturbed during subdivision construction. 2. There are no significant areas of native vegetation to be preserved. 3. There are no rock outcrops, significant topographic features or significant native vegetation to be preserved. 4. All adjacent property owners were permitted to disturb property adjacent to the residual area. There shall be no waiver by the Community Development Director or designee, for disturbance of residual area that: 1. Contains rock outcrops, significant topographical features, significant native vegetation, or; ID Page 4 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 0 2. Abuts land dedicated in any form as non-disturbance or open space, such as wash parcels, native open space tracts, Hillside Protection Easement(s), or other non-disturbance areas on privately owned land, etc. b. All of the areas which have a slope of less than 15% and to the percentage of the aggregate area with a slope of 15% or greater that does not exceed the maximum lot coverage allowance as prescribed in the respective primary zoning district. A 20 foot wide band of primary driveway access is excluded from the land disturbance area limitations. All grading and/or disturbance authorized by this subsection are considered to be cumulative as of September 20, 1991. 3. Grading of All Platted Land, Regardless of the Base Zoning District, that is Located in Plats Where Applications Were Made and Accepted by the Town After November 3, 1996: a. The area permitted to be disturbed for a subdivision is unlimited on terrain sloping less than 10%. The area ( permitted to be disturbed on slopes equal to or exceeding 10% is set forth in Subsection 5.04.A of this Article. b. The extent of disturbance shall be limited to: 1. When the subdivider has granted a Hillside Protection Easement(s) and/or has donated undisturbed hillside land to the Town or to a Town-approved land preservation organization to satisfy the hillside protection requirements of this Ordinance, all areas outside of the Hillside Protection Easement(s) and/or preservation lands may be disturbed; or 2. When no preservation measures have taken place in the platting process, the disturbance allowance shall be in accordance with the grading limitations of Subsection 5.04.A of this Article. 4. Grading of All Un-platted Land, Regardless of the Base Zoning District: The area permitted to be disturbed for all un-platted land is unlimited on terrain sloping less than 10%. The area permitted to be disturbed on slopes equal to or exceeding 0 10% is set forth in Subsection 5.04.A of this Article. Page 5 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 L5. Grading for Non-Residential Structures: The limitations on grading area for non-residential structures in residential zoning districts as specified in Subsections 5.02.6.2 through 5.02.6.4 of this Article, may be waived by the Town Council. 6. Grading for Parks and Golf Courses: The limitations on disturbance as specified in this Article (including area of disturbance as well as height and retention of cut and fill) may be waived by the Town Council for the development of a park, a golf course, trails or other recreational development that does not entail a building or buildings as the primary purpose of the development that does not entail a building or buildings as the primary purpose of the development. 7. Grading for Utility Lines: Utility lines, including water and sewer lines ad laterals, must be placed within the allowed disturbance area and all disturbed lands shall be restored to the original grade and re-vegetated with vegetation indigenous to the site. With the exception of power lines capable of carrying 69kv or more of voltage, utility lines shall be located underground. Utilities located in subdivisions platted later November 3, 1996. Must be Ifikw located within allowed disturbance areas as outlined in Subsection 5.04.B.1.b of this Article. Lots or parcels owned by utility companies which are regulated by the Arizona Corporation Commission are only exempted from the hillside disturbance regulations of this Ordinance if the development of the lot or parcel is solely for utility-related uses. 8. Road Grading: Grading for roads is subject to the cut and fill limitations of this Article. These limitations may be waived by the Town Council. 9. Total Disturbance: All grading, including subdivision improvement grading, and/or disturbance performed subsequent to September 20, 1991 is considered to be cumulative under this Article. 10. Disturbance Limit Fencing: Prior to the issuance of a building or grading permit, and prior to any disturbance activities, a six foot high imbedded chain-link fence shall be installed on the disturbance limit line as identified on the approved site plan for the site. The disturbance limit boundary shall be established and staked by an Arizona-registered and surveyor. No disturbance 0 limit fencing shall be located outside of the surveyor's staked area. Page 6 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Appropriate warning signs in English and Spanish shall also be posted at least 100 linear feet on the required fencing. The Chief Building Official, or his/her designee(s), shall inspect the fence, signage, and surveyor's staking to insure its proper location and construction prior to the issuance of the building/grading permit for the site. Such fencing and signage shall be maintained in place throughout the grading/construction process and shall only be removed after a final inspection or Certificate of Occupancy has been issued by the Town. These regulations may be waived by the Community Development Director or designee if 100% of the lot, on which the construction activity is permitted, has been graded or disturbed as part of an approved subdivision grading permit. 11. Disturbance Buffers: a. It is recommended that all proposed non-disturbance areas or Hillside Protection Easements be located not closer than: 1. Eight feet from any building. 2. Five feet from the outside face of any retaining wall where the retaining wall is supporting a fill slope. 3. One foot from the "day lighted" top of a maximum one to one cut slope, the toe of such slope beginning at the bottom of the outside edge of the footing for any retaining wall where the retaining wall is supporting a cut slope. 4. Three feet from the outside face of any other wall or fence or the edge of any fill grading. 5. One foot from the edge of any cut grading. 6. Ten feet from any sewer lateral, or five feet from the edge of any utility line trench, whichever is greater. b. If disturbance does take place within a non-disturbance area or within a Hillside Protection Easement, all construction and grading activity on the site shall stop, pursuant to a Town-issued stop work order. The stop work order shall remain effective until the property owner and the property owner's authorized representatives, either jointly or 41) severally does all of the following: Page 7 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 1. Provides the Town with a revised site plan prepared by an Arizona-registered land surveyor that accurately depicts the area and size, in square feet, of the disturbance into the non-disturbance area(s) or Hillside Protection Easement area(s). 2. Provides the Town with re-vegetation and irrigation plans prepared by an Arizona-registered landscape architect for the non-disturbance or Hillside Protection Easement area(s) disturbed. 3. Causes the non-disturbance area(s) or Hillside Protection Easement Area(s) to be re-vegetated and irrigated according to the submitted and approved re-vegetation and irrigation plans. 4. Pays to the Town a fee, in an amount determined by the Town Manager or designee, per square foot of disturbance that occurred within the non-disturbance areas or Hillside Protection Easements on the property. 12. Columbaria Disturbance Exemptions by Special Use Permit: The development of columbaria, including any accompanying features such as walkways, may be exempted from the regulations of this Subsection 5.02.E by Special Use Permit pursuant to Section 2.02 of the Town Zoning Ordinance if all of the following conditions exist: a. The columbaria is an accessory use to a church. b. The columbaria and any accompanying features shall be designed to minimally alter the existing topography and vegetation. c. The columbaria and any accompanying features shall be designed so that any Natural Features are not disturbed. d. The building area of the columbaria shall not exceed 10% of the total building area of the church buildings. S Page 8 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 L e. A landscape plan prepared and stamped by an Arizona-registered landscaping architect, which plan meets the applicable landscaping regulations of Article VI, Section 6.05 of this Ordinance, is submitted and approved by the Community Development Director or designee. 13. Pad Elevation and Building Location Certifications: Prior to the approval of any building stem wall inspection or a pre-slab inspection, whichever occurs first, the property owner or his/her designee shall provide the Town with a certification statement that is prepared, stamped and signed by an Arizona-registered land surveyor, that certifies the finished floor elevation(s) and the horizontal location of the building. Pad elevations and building locations must be accurate to 1/10th of a foot as compared to the approved site plan or an amended site plan. The requirements in this subsection may be waived at the discretion of the Town Engineer. 14. Stabilization of Slopes: Slope stabilization is required as set forth in the International Building Code, Chapter 18 and Appendix J. 15. Pre-Grading: A grading or building permit shall not be conditioned on altering, modifying or not utilizing existing grading, if the existing grading work was completed in conformance with valid permits, and does not present a threat or danger to the proposed development or neighboring properties. This provision does not prevent the Town Engineer from requiring necessary documentation of site suitability to assure soil stability, compaction, and other geotechnical purposes. 16. Restoration of Graded Surfaces: a. Vegetation shall be reestablished on all exposed fill slopes, cut slopes, utility lines, driveway(s) and graded surfaces, except for cosmetic landscaping abutting buildings in accordance with the standards established in Article VI of this Ordinance. Newly exposed rock faces shall be stained. b. This re-vegetation process shall be completed prior to the final approval by the Community Development Director or designee, unless a specific exemption is granted by the Community Development Director or designee. Grading and Page 9 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 other improvements for drainage and erosion control purposes shall also be completed and revegetated/ landscaped prior to final inspection. 17. Dust Control: During all grading, and until re-vegetation or site restoration is completed, dust should be minimized by application of approved dust control methods. Section 5.03 Cut and Fill Standards A. Importation of Fill Material: Except as exempted in the adopted International Building Code, the importation of fill material to a subdivision is prohibited unless a grading permit allowing such fill is first secured. B. Exportation of Excavated Material: Prior to the exportation of any material from a site, a proper location for such material must be identified in order to secure a grading permit to remove such material. The material shall only be exported to an approved site, as shown on the approved grading plans. Alternate receiving sites for exported material 1110 shall only be utilized if the grading plan is resubmitted to the Town and the amended grading plan is approved. C. Height of Un-Retained Cut or Fill: If the natural grade or the subdivision finished grade if the property was subdivided or re-subdivided after September 20, 1991, is less than a 15% percent gradient, the maximum amount of un-retained fill or cut shall be 4 feet above/below the natural grade, or subdivision grade. Where the natural grade or the subdivision finished grade if the property was subdivided or re-subdivided after September 20, 1991 has a gradient of 15 % or more, the maximum amount of un-retained fill or cut shall be 6 feet above/below the natural grade or the subdivision finished grade. Any fill or cut grading in excess of these amounts must be contained by retaining walls. D. Limitations on Cut and Fill: Except as provided in Subsection 5.03.E below, the height of any fill or the depth of any cut area, including grading for the construction of public or private streets, as measured from natural grade, shall not be greater than ten feet regardless of whether the fill or cut is retained, un-retained, or a combination thereof. Except as provided in Subsections 5.03.E and 5.03.F below, the total combined height of any fill or the depth of any cut area as a result of 460 subdivision improvement grading and/or any subsequent grading, Page 10 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 including but not limited to grading approved as a part of building permit approval, shall not total more than ten feet, as measured from natural grade, unless otherwise provided in this Article. These limitations on cut and fill apply to all zoning districts. These limitations may be waived by the Town Council and in the case of unexposed basement cuts, may be approved by the Zoning Administrator as provided in Subsection 5.03.F below. E. Additional Limitations on Cut and Fill: In addition to the foregoing, in Single-Family Residential Zoning Districts, an area not to exceed 5% of the footprint of the main structure on the lot will be exempt from cut and fill limitations if the exempted area is completely concealed beneath the footprint of the main structure and as otherwise permitted in this section. The footprint shall be defined as any portion of the main structure under roof. All separate small areas beneath the main structure shall be aggregated into one computation not to exceed the 5% exemption. Any exterior wall or retaining wall adjacent to the exempted cut or fill area shall conform to the height limitation of the zoning district. No exemption from the maximum ten foot limitation will be allowed in any zoning district for cut or fill areas located in any setback, yard or non-disturbance area, and no exemption can be used to obtain greater building or wall height than allowed in the zoning district. No exemptions from the maximum ten foot limitation shall be allowed for accessory structures or guesthouse structures. No grading for cut or fill shall alter the natural drainage pattern and water volume exiting the property as determined and approved by the Town Engineer. F. Unexposed Basement Cuts: The Zoning Administrator may approve unexposed basement cuts exceeding the maximum ten foot depth if all of the criteria are met: 1. The building site shall not be graded so as to create a flat, visible pad surrounding the main residential structure. 2. All portions of the cut in excess of ten feet shall be completely concealed from view and retained by building walls, or retaining walls in the case of light wells. 3. Natural grade shall be reestablished in accordance with the "Building Height" definition of Section 1.12 of the Town Zoning Ordinance. Page 11 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 .1116 4. The total depth of cut shall not exceed 24 feet at any point (refer to detail below). RA$HIC DETAIL f tierlati G. Maximum Slope of Fill Grading: Any un-retained fill slope, if allowed, shall have a minimum three feet horizontal to every one foot vertical fill. The maximum slope of fill grading for roadway construction shall be at the discretion of the Town Engineer. H. Maximum Slope of Cut Grading: Maximum steepness of exposed cut slopes is dependent on the stability of the material excavated, and shall be as prescribed by the Town Engineer. However, exposed cut slopes adjacent to side and rear property lines may be no steeper than three feet horizontal for every one foot vertical. I. Blending of Fill Grading: Fill grading shall have an irregular and contoured edge that blends into the natural surrounding terrain. Section 5.04 Hillside Disturbance A. Purpose; Methodology. The purpose of these hillside regulations is to limit the amount of hillside disturbance within each subdivision. The amount of hillside area that may be disturbed shall be based on the severity of the slope. Hillside areas shall mean any area having slopes equal to or greater than 10%, as measured from a topographical contour map prepared and stamped by an Arizona-registered land surveyor. The Page 12 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 t ir Town requires the submission of topographic contour maps having contour intervals not greater than two feet and at a scale not smaller than 1" = 20' for sites less than 10 acres. Sites 10 to 100 acres may utilize contour intervals not greater than five feet at a scale not smaller than 1" = 50'. Sites over 100 acres may utilize contour intervals not greater than five feet at a scale not smaller than 1"=100'. Individual non-contiguous areas of hillside or non-hillside that are less than 500 square feet that are located within larger areas non-hillside or hillside, respectively, may be included with the larger area of non-hillside or hillside that surrounds it. Whether a subdivider chooses the Lot-by-Lot Hillside Protection Option or the Hillside Transfer and Protection Option, as set forth in Subsections 5.04.G.1 and 5.01.G.2, respectively, the actual square footage of disturbance permitted within one slope interval may be transferred into areas having lesser degree of slope. The percent of slope shall be determined by the spacing between the contours lines as shown on the preliminary plat. Following are the land disturbance allowance of slope interval areas of 500 square feet or more: Percent of Slope Preservation Disturbance Requirement (%) Allowance (%) 1111. <10 0 100 10 - <20 70 30 20 - <30 80 20 30 and more 90 10 B. Exemption; Calculations. Except as otherwise specifically provided for in this Ordinance, there are no exempted disturbance activities. When permitted, exempted disturbance activities shall be subtracted from the gross area of the subdivision, and the required "Preservation Requirement" and "Disturbance Allowance" areas, as noted above in Subsection 5.04.A, shall be calculated from the net area of the subdivision (that area remaining after the area(s) of exempted disturbance have been subtracted from the gross area of the subdivision). 1. Limited Exemptions: The following disturbance activities are exempted only from horizontal Hillside Disturbance Regulations contained in this Section 5.04. Page 13 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 a. Disturbance within street rights-of-way, tracts of land for private roads meeting public road standards, and any roadway grading required by the Town Engineer outside of street rights-of-way or tracts for private roads meeting public road standards. b. Utility lines, or any other public improvement activities needed for the development of utility lines and associated equipment, outside of any disturbance caused by other development activities, either pre-existing or current, may be exempted from the requirements of this section upon administrative review by the Community Development Director or designee and approval of a "Utility Disturbance Permit" by the Town Council. Utility Disturbance Permits shall only be issued in conformance with the Following conditions. 1. The Community Development Director or designee shall find that the proposed disturbance is necessary. 1rr. 2. The Community Development Director or designee shall approve a re-vegetation and landscaping plan which shall be completed within a specified time frame and made a condition of the Utility Disturbance Permit. 3. The Community Development Director or designee shall determine the method, if any, of covering open trenches during non-working hours. 4. The Community Development Director or designee shall specify the expiration date of the Utility Disturbance Permit. 5. Utility Disturbance Permits are project-specific and property-specific and are non-transferable. 6. The Community Development Director or designee may, at his sole discretion, include any other reasonable condition he feels is necessary to ensure public safety and convenience. 7. Any violations of the conditions of a Utility Disturbance Permit shall render the permit void. Page 14 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 2. Specified Non-exempt Activities: The following disturbance activities are specifically not exempted from the Hillside Disturbance Regulations contained in this Section 5.04: a. Disturbance activities for the development of any effluent watering field or any lake or pond intended for the storage of treated effluent, or any service and/or access road or any above or below ground pipeline or utility lines, whether or not the development of such fields, ponds, lakes, service/access roads, pipelines or utility lines have been mandated or suggested by another governmental agency or Court. b. Any "utility" disturbance, other than for a utility line and associated equipment as described above in Subsection 5.04.B.1.b. 3. In addition to the detailed information that is required to be provided to the Town to ensure compliance with this Article, as noted in Subsection 2.03.D.9 of this Ordinance, the property owner may submit to the Town an alternative method of calculating the "Preservation Requirement" and the "Disturbance Allowance" as set forth in Subsection 5.04.A. The Town Council may approve this alternative method of calculating the "Preservation Requirement" and the "Disturbance Allowance" at the time of preliminary plat consideration. C. Previously Disturbed Areas. Any previously-disturbed hillside areas within a proposed subdivision, including but not limited to disturbance for purposes as described in Subsection 6.06.0 of this Ordinance, shall be counted toward the total amount of hillside disturbance within the subdivision and shall not be accepted by the Town as undisturbed hillside areas. If an applicant desires to salvage landscape materials for re-vegetation purposes prior to Final Plat approval, the applicant may do so at the risk of non-compliance with this Ordinance and denial of the final plat. D. Determination of Natural Grade. The topography of land within the Town as of September 20, 1991 is considered to be natural grade by this Ordinance. Grading and/or other disturbance activities conducted since September 20, 1991 shall not be exempted from the hillside disturbance regulations of this Ordinance and cumulative hillside disturbance shall be Page 15 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 offset at the time of subdivision approval pursuant to the regulations of this Section 5.04. E. Disturbance Buffers and Fencing. 1. Fencing: Except as provided in Subsection 5.04.E.2, after a disturbance area is defined, an area at least equal to the hillside protection requirements of the lot, parcel, or tract, shall be protected by chain-linked fence six feet in height and affixed in the ground to assure non-movement. The fenced-in area shall include all previously disturbed areas and all areas intended to be disturbed. There shall be no disturbance outside the fenced area. However, the Community Development Director or designee may approve the re-vegetation of nondisturbance areas or hillside protection areas disturbed prior to September 21, 1991 in accordance with a landscape plan approved by the Community Development Director or designee. The fencing may be removed only after the completion of all construction activity on the lot. 2. No-Fencing: Where the Department determines, in its sole discretion, that fencing as required by Subsection 5.04.E.1 would be impracticable, the Department may waive the fencing requirements of Subsection 5.04.E.1, and in such case, the area to be disturbed shall include a perimeter area of not less than 20 feet in width around all other construction or grading activities. The proposed disturbance perimeter, as shown on the approved set of grading plans, shall be iron-staked by an Arizona-registered land surveyor or Arizona-registered civil engineer, roped, and warning signs posted prior to any disturbance activity on the lot or parcel. This staking, roping and warning signage shall be inspected by the Town Engineer prior to any disturbance activity on the lot or parcel. The staking, roping and warning signage shall be maintained in the same location during all subdivision construction activities, and shall not be removed until final approval has been given by the Town, and in the case of the construction of a multi-family development, until the Town has issued a Certificate of Occupancy. F. Utility Disturbance. Disturbance activities for utility line (including but not limited to water and sewer mains and laterals) installation shall include an area on center with the utility line at a width (may vary) necessary for such utility work. No disturbance activities are permitted outside of the area indicated to be disturbed. Page 16 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 G. Subdivider Options. In order to comply with the Land Disturbance Regulations of this Section 5.04, the subdivider of a subdivision wherein future disturbance activities will take place can choose either of the following two options: 1. Lot-by-Lot Hillside Protection Option: If the subdivider does not desire to utilize the Hillside Transfer and Protection Option set forth in Subsection 5.04.G.2 below to comply with the regulations of this Section 5.04, and no hillside protection measures are proposed (other than those measures required in Subsection 5.4.0 above) in the platting process for the undisturbed, yet developable lots or parcels within the subdivision, each lot or parcel shall be required to individually meet the land disturbance requirements in this Article. 2. Hillside Transfer and Protection Option: a. If the subdivider chooses to transfer allowable hillside disturbance from undisturbed hillside areas to lots, parcels, tracts or rights-of-way in a subdivision, the subdivider may do so by identifying an area acceptable to the Town and granting to the Town a Hillside Protection Easement(s). If the Hillside Transfer and Protection Option is utilized, all areas located outside of the Hillside Protection Easement(s) within the subdivision may be disturbed through the subdivision improvement process and/or through future development activity. b. If the Hillside Transfer and Protection Option is chosen by the subdivider to preserve the required amount of hillside areas within the subdivision, the following regulations shall apply: 1. If a subdivision is located in two or more zoning districts, the amount of hillside slopes required to be preserved within each zoning district shall be calculated separately. Page 17 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 2. The total amount of required undisturbed hillside areas for the subdivision can be preserved anywhere within the subdivision. Hillside Protection Easements can be placed on lots intended to be developed, instead of, or in addition to, tracts of land within the subdivision boundaries. In some Town-approved instances, hillside areas may be preserved outside of the subdivision boundaries. 3. The following Hillside Protection Easement text shall be used for easements intended to meet the intent of this Section 5.04: Owner hereby grants to the Town of Fountain Hills a perpetual easement upon, across, over and under all those areas designated as "Hillside Protection Easement" for the purpose of preserving the natural topography and vegetation of land area within the Final Plat of (Subdivision Name) in conformance with the Article V of the Town of Fountain Hills Subdivision Regulations. The owner or any of his heirs, successors, or assigns shall not perform nor allow to be performed, any construction; or cutting, filling, grading Stair to the Topography; nor any grubbing, brushing, removal, or otherwise damage any vegetation, rock outcropping, or other natural feature in the Hillside Protection Easement area without prior Town Council approval. A trail way may be a permitted use if approved by the Town Council. H. Enforcement; Remediation. In the case of disturbance activities in violation of this ordinance, the Community Development Director or designee has the authority to enforce these regulations, including but not limited to, the authority to require the immediate chain -link fencing of all disturbance perimeters, the authority to require the immediate re-vegetation of any illegally-disturbed areas and/or the authority to issue project-wide stop work orders. Furthermore, disturbance activities in violation of this Ordinance are violations of the Fountain Hills Town Code, and are subject to ARTICLE 1-8 PENALTY, Subsection A of the Town Code, as amended. Page 18 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 ILLUSTRATION OF PRESERVATION REQUIREMENT The following is an illustration of the correct method to calculate the "Preservation Requirement" and "Disturbance Allowance" for Happy Acres, a fictional, 100-acre subdivision, having 25 acres in each percentage slope band, with 10 acres "exempted" for roadway construction. The ten acres of "exempted" disturbance activities are allocated evenly across the four percentage slope bands. The following table provides the only acceptable methodology to calculate "Preservation Requirement" and "Disturbance Allowance" under the Hillside Transfer and Protection Option, as described in Subsections 5.04.A and 5.04.G.2 above: HAPPY ACRES SUBDIVISION Notes: 0-10% 10-20% 20-30% 30%+ Total A Total Land Area (In Acres) 25.00 25.00 25.00 25.00 100.00 B Exempt Areas (In Acres) 2.50 2.50 2.50 2.50 10.00 C Residual (Net) Total 22.50 22.50 22.50 22.50 90.00 D Disturbance Allowance % 100.00 30.00 20.00 10.00 -- E Maximum Disturbance Allowance in Acres 22.50 6.75 4.50 2.25 36.00 F Preservation Requirement ° 0 70.00 80.00 90.00 -- G Minimum Preservation Requirement in Acres 0 15.75 18.00 20.25 54.00 H Proposed Disturbance in 15.00 7.00 4.00 4.00 30.00 Acres I Excess (Short) N/A (0.25) 0.50 (1.75) -- Internal Hillside Transfers N/A 0.25 (0.25) 0 -- K Required Size of Outside Sending Area N/A 0 0 17.5 -- Explanation of Notes for Happy Acres Illustration: A. The total gross subdivision size for the Happy Acres Subdivision is 100 acres. B. The total "exempt" areas for the subdivision total 10.0 acres. Page 19 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Caw C. Residual or "net" areas in the subdivision are derived by subtracting "Exempt Areas" from "Total Land Area", in each slope category. These net totals, in each slope category, are used to calculate Maximum Disturbance Allowance and Minimum Preservation Requirement in each slope category. D. The maximum disturbance percentage in each slope category. E. Derived by multiplying "Residual (Net) Total" by "Disturbance Allowance percentage." F. The minimum percentage preservation requirement in each slope category. G. Derived by multiplying "Residual (Net) Total" by "Preservation Requirement percentage. H. The developer of the Happy Acres Subdivision proposes to disturb, through the development of the subdivision, an amount of non-"exempted" land in each slope category, in an amount noted on the table. I. Derived by subtracting "Proposed Disturbance in Acres" from "Maximum Disturbance Allowance in Acres." A (Short) in this row indicates that the proposed subdivision will disturb more land in that slope category than is permitted. Excess may only be transferred from a steeper slope category. In this case the subdivider can transfer an excess in the 20-30% slope category to compensate for the shortage in the 10-20% slope category. In the case of the"short" in the 30%+ slope category, the subdivider may either reduce the amount of disturbed land in that slope category or seek Town Lly Council approval of a hillside transfer from outside the subdivision. J. If the subdivider chooses the Hillside Transfer and Protection Option, hillside transfers from a steeper slope category to a lesser slope category are permitted within the subdivision. In this illustration, the subdivider has transferred .25 acres of the .5 acre excess in the 20-30% slope category to compensate for the .25 acres of non-permitted disturbance in the 10-20% slope category. K. Derived by dividing any (short) acreage, after any internal hillside transfers, by the Disturbance Allowance percentage. If the subdivider did not desire to preserve the required amount of land in that slope category within the subdivision, and the Town Council approved of a hillside transfer from outside of the subdivision,this is the amount of land within that slope category, or a steeper slope category, that would need to be preserved within the "outside sending area" or the area outside of the subdivision from which the hillside transfer was originating. The required ratio for transfers from an outside area is 10:1 (the amount of outside area preserved must be ten times the size of the area within the subdivision). Section 5.05 Washes/Drainage A. Maintenance of Continuity. The entrance and exit points and continuity of all natural drainage channels on a lot or parcel shall be preserved. Ponding of water shall not be permitted above cut or fill slopes. Building sites must be designed to carry surface waters away from buildings and away from or through retaining walls. Page 20 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 C B. Swale Grading. The minimum amount of swale grading necessary for drainage purposes is not subject to the restoration procedures of Subsection 5.02.6.16. C. Character. Retained washes and new drainage channels shall be given a "natural" desert character where possible in accordance with the Town's engineering requirements. Requirements may include landscaping with rock and native plant materials, and preservation of existing natural features (see Exhibit 26). D. Detention Basins. Storm water detention basins with natural materials are encouraged subject to the conditions and locations as approved by the Town Engineer. E. Detention Basin Re-vegetation/Aesthetics. Storm water detention basins shall be re-vegetated with existing vegetation and native plant materials where appropriate in accordance with the approved landscape plan. Terracing, berming and contouring will be encouraged to naturalize and enhance the aesthetics of the basin and to blend with the surrounding terrain. F. Basin Construction. Basins shall be designed to allow for the creation of peninsulas, more "natural" contouring, and the placement of boulders and rock outcroppings (See Exhibit 27). G. Basin Slopes. Basin slopes shall not exceed a three to one (horizontal to vertical) slope adjacent to public streets. Remaining slopes shall also not exceed a three to one slope. Deviations may be approved by the Town Engineer if the lesser slope creates excessive grading of the existing desert environment (See Exhibit 27). H. Native Materials. The use of native materials in the construction of headwalls, flow retardant structures and devices, culverts and drainage channel bottoms is encouraged (See Exhibits 28 and 29). I. Erosion Prevention. Erosion controls should be constructed and maintained to prevent erosion of all slopes and graded areas. Surface drainage interceptors may be provided at the top of all cut and fill slopes where surface runoff will create erosion problems. Sub-surface drainage facilities may be required for stability and protection of affected areas due to ground water seepage. Erosion protection of drainage swales will be encouraged through the use of native rocks and native plant IDmaterials. Where runoff velocities necessitate additional erosion Page 21 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 protection, the use of integral colored gunite or alternative material may be approved by the Town Council with a recommendation by the Town Engineer and Community Development Director or designee. • • Page 22 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Exhibit 26 NATURAL DESERT CHARACTER FOR DRAINAGE CHANNELS ? • * «� , � ;*mot. +`. a * 2 .#.. t o g �*g + �yw,, w » Y . *.vy* d, + 422' ss e * ' i t . * t � » *A., a •*el 7. it y ti R n A« —' 'W166.0411111';**--it..-441 -***:„..A it,,Arie ,,,.......*, *.•-•-,EN"."?...74ri: .•e ....„,,,,3/4 .,,, • $, ....". .!*. ** � t+ '#F� � '� ,is ��y � � TA' as p rikkill } :' .,,,. , r°,,, *'!..J s. �j. - i * ..":. * i tjj s »�' w,ajarr+no. .+ 'a... -..._.,:�- .....w ` • fir 1. � !�7e wP""Y"' _ M g� -�* `J ". .+ * _ e mar. ' �riYM ,�i s •' LAt SCAPCNG WITH ROCK,�4A 1t ! \ Y 9 ar.wvp.s ,* RIPRAP OR EWER ROCK ON THE SIDES ,..,--if / ,. ... .„, 1101 Page 23 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Cor Exhibit 27 BASIN CONSTRLICTION AND SLOPES f g , _, m* 01/1:41:1"1141.1mp.." .. -.. - ilk, )11710'1, - . A I=',.41.".".71 I."I. ,-I i P N. Atli * A. woe.** . l* * *.<1.'' * , •,p, : • * ,,,, ..... ''L Illr..., *.*.-,7-..„-...... 1. •'. It -"*"."' I .....' ':;;;" *....e..... ....... 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""'' .e• -4".•'''''' * ........./...".....mr, ,..... .. ,„,..... • .--...,_, -- - . . .. . ..... - " '. .. .„.. -.... i - - Immoramm•40 .:•.''')'44'11'1' ' * 0 111.,. .0/ , . .0/ * • ./ o0 .. .^". III Page 24 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Exhibit 28 DRAINAGEWAY CROSSING CULVERT AND DIP SECTION � ,�,..�' � r � I � f ,�,� ,,tom,,, . x!'!-r .3 1�° •r i.C", ., . ,�,, " 71;p , ✓' .. - r", . aC��—'t fit y ,�,.,- e *-.9;.:.'., . ' :. —�e. ' ''''r.—o CULVERT I SIZED TO CARRY .,, � �' IF SECTIONS FOR LARGER 1 * ' TORMS(W APPROVAL't>I EAR €E Y STORM ' SY � l AAP ® v Jr--," `_ i . °' . AUGHT,NATIV STRAY HEADWALLS,NOT 6!r R GI1 f 'A`f, STONES SHALL RE N DELETION OFCULVERT FOR LOW 91 rs, +. •r�.Fx. a $r P ANENTLY HMO IN PLACE ,,y'' FLOWS C LOCAL ROADS POSSIBLE ,�, .‘ :Y ' MECHANICALLY BY CEMENTATION OR �✓ PROVWFFHIDED ONLDED 1 A DIP SECTIONv. "—' "°.' . ° SY ANOTHER APPROVED METHOD, , ,r' , PROM ED I`. TT I APPROVAL '4''•4+� r"I f r j"'f� jff �I ,w„t , " I, ' -,.yam ...: .°j��yry ;/://r:JO'' /''11 1,,i/ / '''''' ..'"7...14'.t.P*4'$,i."* *. ‘V*7.:roC„ '.1.::-*1. - Mn 4b yt �,�'.ya yy��y,q♦x},fir�xy�g g {� �, '` e #„`. "�,. FOR IOO-YEAR STORM +' °� • " k »`* ,r ./14 f / ' 441:* '7 *** .. '.4.4. 4, ' ' e j i x fs 4 a Y • . r y m. so Page 25 of 32 April 2010 Fountain Hills SubdivisionARTICLE5 Ordinance Exhibit 29 MULTIPLE CULVERTS FOR LARGER DRANAWAY a f if & " - wYre �' stir ........t. ' „'./' 4 «.4„^'... `LAY✓..m a.r„^ ♦ yJ_ r • •»YMM Y«.+''iy.yh�/�a" �« °4 »fies '4,: , . V ". +»' '"t » .:^": "a_ R" r Zolop... 41...> .„, ' --7,- ,ili ,..,,,,',.:.,f14 ,7-7...."i.'''; *"*. . 4.: ., ...„,'''' '''' ... 4 _ -,..--...„.....„...- .........,,,,,:_._._... ' E,L i IFs. .VE Tc SUGGESTED FOR SHALLOW « .» ,r$`G0.rl�. l ".w!',Y'"" 5 S,5 C f 3# I TOS SUG HYDRALUC REQUIREMENTS, NTS, "virier....ttrape,....nr,, ,,,a1,,,....-...., ;4114010,-*:^XIV' 10,1,::::'-').;-07a.Zi I 4,< ' 2-•-% ' ,� � �.�,ar�'� rx Ate , '#a�t«,�'� — y��,,��'ti' '�+ � ,��, ,�/� � ""�," �" ,»may- ,..,, ^1 a * f • �` " .# , All' S"s,C}�? At3WALL "R#CATIT+R r RIGHT.—F.WAY. STOP 5 HALL, :� _ t PERMANENTLY HELP}IN R C E MRSCRRANICA ALLY ' : - 8Y CEN'IEN'r ,T1CN OR S d SOME OTTER.APPROVED EYRI 3.p a • . ti Page 26 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Section 5.06 Retaining Walls. A. Measurement of Height: The height of a retaining wall is measured from the low side of the natural grade, or the subdivision finished grade if the property was subdivided or re-subdivided after September 20, 1991, to the top of the wall, whether or not the top is retaining earth. Freestanding fences with at least 50% openness on top of retaining walls are not included in retaining wall height restrictions but are restricted by the fence height regulations of the Town Zoning Ordinance. Any freestanding fence with less than 50% openness and located on or within a horizontal distance less than the average height of the retaining wall shall be included in the retaining wall height. If the face of a building is within 15 feet of a retaining wall, the height of the retaining wall shall be included in the building height calculation and the combination of the retaining wall height and the building height shall not exceed the maximum building height limitation B. Terraced Walls: Any terraced retaining wall and freestanding fence with less than 50% openness within the average height of the highest wall on the same property shall be calculated as one height and be subject to the retaining wall height limitations of Subsection 5.07.A of this Ordinance. If two retaining walls, and freestanding fences with 50% openness or greater openness, are separated by a landscaped terrace of a width at least the height of the highest wall, then each wall and/or fence shall be considered as a separate wall or fence (See Exhibit 30). C. Determination of Average Height. The average height of a retaining wall shall be computed by taking the total vertical surface of the wall (or straight-line or circular sections of a meandering wall), above grade and dividing it by its length. D. Height Limitations. The maximum height and average height of a retaining wall, or straight-line or circular sections of a meandering wall, shall not exceed the following: AVERAGE SLOPE AT WALL LOCATION 0-15 >15 *-% Maximum Height (feet) 8 10 Average Height (feet) 6 7 * As determined by averaging percentage of slopes shown on sections through grading plan submittal. Page 27 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 E. Height of Structures at Graded Sites: The height of all structures shall not exceed the maximum height regulations of the zoning district in which the property is located. The height of a structure shall be measured vertically at any point along that cross section from the finished grade as shown on the approved subdivision grading plans. If there was no grading on the lot or parcel as a result of subdivision improvements, the finished grade shall be the lower elevation as of September 20, 1991 or as shown on the individual grading plans. Grade elevation does not include isolated topographical features, such as pits, hills, rock outcroppings, etc. that are less than 500 square feet in size. Section 5.07 Walls and Fences A. Non-Retained Walls. Non-retaining walls and fences shall not exceed six feet in height as measured from subdivision-finished grade. B. Perimeter Subdivision Walls. 1. Reflect Topography: Perimeter subdivision walls, if desired, shall be designed to reflect changes in the topography (See Exhibit 31). 2. Design Preferences: Perimeter subdivision walls, if desired, are encouraged to be designed and constructed in a height and style which preserves desert vistas and environment, unless otherwise approved by the Town (See Exhibit 31). 3. Setback Requirements: Perimeter subdivision walls over 3.5 feet in height that are located outside of a front-yard setback area shall observe the same setback from any public or private right-of-way property line as the street-side yard setback of the zoning district within which the subdivision is located. C. Walls or fences on individual lots which are visible from the street are encouraged to be designed to match the character and appearance of the buildings in the subdivision (See Exhibit 31). of 32 Aril 2010 Page 28 p Fountain Hills Subdivision Ordinance ARTICLE 5 Exhibit 30 Retaining Walt Design sog. 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Y SIIVYMARA,I. 4 -0,"rtfrf...y‘s,let,rfklnifY rik 1 4 •• •••• , ./.,,,,,.,s‘ ir;rif it ,,..,, !g, „ .. .itkor .-•ff; 0 r.,,,,No..,;,, ' " 4 ..' .,' AvA 4 ' , , -, * 400- -' —•,i,tr",,',:vr, :14.40* • ...„.„:„.„,.... .,. f. .., 11111 „,#„,,s,w,„,..„,„....,..,mtlartAlt an, susaCT la) lit'LCItial„slY0 SUM%.$TY MOW CO,Sal*A.X110.04,AMD,SY ASSIOS fkL OF ,''t ..... :•,,,!:Rk::,.‘,:,' I no VW,.NSUMES Oft Ahti INIK7 TO NE staiasiso saga..tiEfC07 Utretkra,S4 trECIFVW ':''',;',.:..,*,',.-':2:1... 4/- C4*4"4.116 frnt ''''.Ni„;,!,••••.....' ....4.t''..,.47.' \ '.• _ t... ... ,,,......„ _. _ tLLUSTRATiON *2 • Page 29 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 Exhibit 31 SUBDIVISION PERIMETER WALLS 1*'S # . 1'.4_ ' *** -'"..'x WALL HEIGHTS TO RESPOND TO TOPOGRAPHIC CHANGES �,ili t _ >.., fit?F'RESER VH=DESERT RT VISTAS fin.# .v di, !. w . ,, , . ILLUSTRATION I to . '1 1*, ' air r ;l' tali of 9 „ 3: ♦ 1 ,111 dgmeiNi ` r t`�INDIVIDUAL AL LOT WALLS. VISIBLE 1 `, v A"".''" 'R M A STREET TO MATCH i CHARAC I hit ..y "# •'.. 'a . ` ' `' fir:-. ` ),.,A,INb APPEARANCE OF HOME a ic't y ,� It • r � 44, na r.., w" • t. • * .t r: • •. -4 ._ . .. `. 1 ' Fr _ , , . ,,‘ . .„.... , at - .. r , ��} ! i 1., yi it' trOe,..".....47 - •. ' IN LARGER SUBDIVISIONS,WALLS OR PENCENG IS ENCOURAGES TO BE CO FIHN'E1) .__. ...— . r •. . TO PRIVATE Acrwrnr AREAS 0 Page 30 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 L. Section 5.08 Local Streets. In an area with slopes greater than 15%, hillside local street standards may be utilized to encourage better adjustment to the topography of the area. See Exhibit 4 of this Ordinance and Article III, Section 3.05 of this Ordinance for more regulations on the use of hillside local roads. Existing significant topographical features, such as washes, hillsides, boulders and rock outcroppings, and established stands of native vegetation which cannot be re-vegetated, may warrant the approval of alternative engineering designs. Modifications would be considered on an individual basis, with approval by the Town Council. The following are requirements and design alternatives for street construction in the hillside areas. A. Grading Disturbance. Grading for the construction of public streets or private streets are subject to the cut and fill and land disturbance limitations of this ordinance, and shall be developed as prescribed by the Town Engineer, the International Building Code, and the Department. Furthermore, disturbance as a result of road grading shall reduce the subdivision-wide allowance for hillside disturbance, as prescribed in this Ordinance. Disturbance outside of street rights-of-way or private road street tracts meeting public street right-of-way standards as a result of road grading shall reduce the subdivision-wide allowance for hillside disturbance, as prescribed in this Ordinance. Any subdivision contained within an Area Specific Plan adopted prior September 19, 1996 shall be exempted from this Subsection. B. Revegetation. Where scarring occurs as a result of street or utility construction, re-vegetation and restoration shall be required of the subdivider. Restored areas shall be graded and landscaped to blend with the natural vegetation and terrain, and stabilized to control erosion. Landscaping and stabilization shall occur concurrently with construction (See Article VI, Section 6.05 of this Ordinance). C. Retaining Walls. Grade changes that require retaining walls may be used only with the approval of the Town Council. Where approved for use, vertical retaining walls shall be in conformance with Sections 5.06 and 5.07 of this Article. For grade changes of more than eight feet, the use of multiple walls in a series of terraces is required. If two retaining walls are separated by a landscaped terrace of a width at least the height of the taller of the adjacent walls, then each wall shall be considered as a separate retaining wall. The finished surfaces of retaining walls are encouraged to blend into the natural setting by such means as texturing and the use of earth tone coloring. The use of native stone as a veneer tirr is also possible (See Exhibit 30). Page 31 of 32 April 2010 Fountain Hills Subdivision Ordinance ARTICLE 5 For slopes of 50 degrees and less, mortar free stone retaining walls using irregularly shaped native boulders may be used, subject to structural and slope stability design considerations. Landscaping of the slope shall be provided to produce a more natural appearance (See Exhibit 30). D. Balanced Excavation. Subject to Subsection 5.03.B of this Article, all excess excavated material shall be removed or incorporated as an integral part of the site development so that a natural look is maintained. E. Drainage. Where drainage ways cross streets, culverts shall be installed to convey ten year frequency storm flows under the pavement, with higher volume storm flows being allowed to flow over the pavement in dip sections (See Exhibits 28 and 29). For washes with low flows, deletion of the culvert may be permitted where a concrete dip section is provided, when approved by the Town Engineer. Section 5.09 On-Site Street Name Signs (Public Streets) A. Street name signs and posts shall be standard (green reflectorized signs with white reflectorized lettering and a steel pole) unless the applicant receives approval of a Comprehensive Sign Plan by the Town Council. B. Any approval of a Comprehensive Sign Plan proposing non-standard street sign materials shall be conditional upon the development's homeowner's association assuming responsibility for the installation, future maintenance and liability relating to the signs. C. Non-standard street name signs, which are installed and maintained by a homeowner's association, shall have reflective letters and background. • Page 32 of 32 April 2010 1A1 TOWN OF FOUNTAIN HILLS 041g.. X Planning and Zoning sY Board of Adjustment AGENDA ACTION FORM Meeting Date: July 24, 2014 Meeting Type: Regular Agenda Type: Regular Submitting Department: Planning &Zoning Staff Contact Information: N/A REQUEST TO COMMISSION: Consideration of approving the Planning and Zoning Commission Regular meeting minutes from APRIL 24, 2014. Applicant: N/A Applicant Contact Information: N/A Property Location: N/A Related Ordinance, Policy or Guiding Principle: A.R.S. §38-431.01 Staff Summary (background): Approval of the Planning and Zoning Commission Regular meeting minutes from April 24, 2014. Risk Analysis (options or alternatives with implications): N/A Fiscal Impact (initial and ongoing costs; budget status): N/A Recommendation(s): Approval Staff Recommendation(s): Approval SUGGESTED MOTION: Move to approve the Planning and Zoning Commission Regular meeting minutes dated April 24, 2014, as presented. Attachment(s): Submitted by: /nni,ee aaatep July 17, 2014 Name/Title Date 4pprov July 17, 2014 obe Rodgers, Senior Planner Date Page 1 of I TOWN OF FOUNTAIN HILLS -41c: 44 X Planning and Zoning , , . Board of Adjustment �lthat is 1' AGENDA ACTION FORM Meeting Date: July 24, 2014 Meeting Type: Regular Agenda Type: Regular Submitting Division: Planning & Zoning Staff Contact Information: Bob Rodgers, Senior Planner, 480-816-5138, rrodgers(u�fh.az.gov REQUEST TO PLANNING & ZONING COMMISSION: PUBLIC HEARING to receive comments on ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning Ordinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea Blvd, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case #Z2014-02 CONSIDERATION of ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning -)rdinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea olvd, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case #Z2014-02 Applicant: Nicholas Brown, CEG Inc. 12409 W. Indian School Rd. C303 Avondale, AZ 85392 (623) 536-1993 Owner: IMH Financial 7001 N. Scottsdale Rd., Ste 2050 Scottsdale, AZ 85253 (480) 840-8400 Property Location: 17130 E. Shea Blvd, Fountain Hills, AZ Related Ordinance, Policy or Guiding Principle: Zoning Ordinance Chapter 2, Section 2.05 — Plan Review Zoning Ordinance Chapter 12 — Commercial Zoning Districts Zoning Ordinance Chapter 19 —Architectural Review Guidelines Zoning Ordinance Chapter 23 — Planned Area Development (P.A.D.) District Ordinance #14-07 — Zoning Text and Map Amendment 411101 Tractor Supply Company — Planned Area Development (PAD) Ordinance Page 1 of 4 Case #Z2014-02 Staff Summary (background): EXISTING ZONING: "C-2" — Intermediate Commercial EXISTING CONDITION: Vacant lot on existing arterial street LOT SIZE: 5.53 Acres. BUILDING SIZE: 21,702 sf± DESCRIPTION OF PROPOSAL The proposed Tractor Supply Company development consists of a new 21,702 sf retail building and an associated 1,250 sf hay barn building on a 5.53 acre site located at the northeast corner of Shea Boulevard and Monterey Drive. Tractor Supply Company is a large retail store chain that offers products for home improvement, agriculture, lawn and garden, clothing, livestock, equine and pet care. Stores supply products to support their customer's rural lifestyle, from welders and generators to animal care products and men and women's clothing. RELATIONSHIP TO SURROUNDING PROPERTY The proposed development expects to have a positive impact on the surrounding area and neighborhood. Standard hours of operation are Monday through Sunday 7am-8pm. The company considers these hours of operation to be reasonable considering the neighboring residential area. Loud operations or noises are not typical. ARCHITECTURAL DESIGN GUIDELINES The exterior of the building will be constructed in Split face C.M.U. and painted in neutral beige colors 4'-0" and at Pilasters on the building corners and at control joint locations along the sides of the adding with a decorative cornice at the top of each wall. An "Urban Putty" color will be used from 4'- 0" to the top of the Cornice. The Parapets are extended above the roof line to screen the Roof Top Units from pedestrian view all the way around the building. Scuppers will be installed with downspouts on the rear of the building to drain water from the roof. Added architectural elements include 4'-0" deep awnings w/ standing Seam Metal Roof (Colonial Red), Faux Barn Shutters, and decorative Gooseneck Light fixtures on the front elevation. The wall pack light fixtures on the side and rear of the building will be LED fixtures that are Dark Sky compliant. The Fenced Outdoor Display Area will have a Black Aluminum Tube Fence surrounding the merchandise being displayed in that area. An additional Screen Wall has been added to the rear of the building to screen the loading area as well as the dumpster enclosure from street view. LANDSCAPING STRATEGY & DESIGN The proposed landscaping for the Tractor Supply Company store will be a reflection of the natural desert environment that enriches the image of the Fountain Hills community. This will be achieved by utilizing on-site salvage material and through the integration of indigenous plant species that blend seamlessly with the abutting Cereus Wash. To further preserve the integrity of the property, all of the xisting saguaro cacti currently located on the site will be salvaged and thoughtfully relocated to enhance entry focal points and new native plant groupings. The overall landscape will complement the architecture of the building as well as the neighboring surroundings. Page 2 of 4 Case #Z2014-02 PLANNED AREA DEVELOPMENT: (TRACTOR SUPPLY COMPANY PAD) The proposed Tractor Supply Company PAD zoning district is being established so as to accomplish e following: 1. Waive the requirements of the Zoning Ordinance Section 5.11 and the Subdivision Ordinance Article 5, to allow for an increase in the Hillside Disturbance Allowance to permit development of the site in accordance with the plans of development proposed herein. 2. Revise the Parking Ratios Retail (17,709 sf) @ 1 space/300 sf = 59 Outdoor Display & Stockroom (23,761 sf) @ 1 space/900 sf = 27 For a total minimum parking requirement of 86 spaces. 3. Grant a Special Use Permit for Permanent Outdoor Display Areas as depicted on the Plan of Development. 4. Waive the Drainage Detention Requirements of the Zoning Ordinance Section 3.08 and Town Code Section 14-7 to require that this site provide a minimum detention volume of 8,000 cubic feet. 5. Outline Offsite Landscaping Responsibilities within the Shea Blvd and Monterey Drive rights-of-ways. 6. Reclassification of Commercial land uses and the zoning district change from "C-2" to "Tractor Supply Company PAD". The PAD plan of development is in conformance with the proposed PAD Zoning Ordinance requirements. The proposed use (Retail Sales) is permitted and the building and site design criteria are met. It is staff's opinion that the proposed design adequately integrates into the existing overall commercial nature of the area and staff recommends approval of the PAD and its accompanying development plan. Risk Analysis (options or alternatives with implications): Approval of this PAD rezoning will allow the construction of a 21,702 sq ft retail building and associated storage structures and fenced enclosures at this location. Denial will not allow the applicant to locate at the proposed location or, will cause the applicants to re- design their proposal in an effort to receive an approval. Fiscal Impact (initial and ongoing costs; budget status): None Staff Recommendation(s): Staff recommends that the Planning & Zoning Commission forward a recommendation to approve Ordinance # 14-07 which establishes the proposed Tractor Supply Company PAD zoning district .abject to the terms and conditions outlined in the "Tractor Supply Company — Planned Area Jevelopment (PAD) Ordinance" text and map amendment as presented. Page 3 of 4 Case #Z2014-02 SUGGESTED MOTION: ove to forward a recommendation to the Town Council to approve ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning Ordinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea Blvd, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case #Z2014-02 Attachment(s): 1. Application 2. Ordinance #14-07 3. Tractor Supply Company PAD Zoning Ordinance 4. PAD Appendix A — Plat Map 5. PAD Appendix B — Plans of Development 6. PAD Appendix C — Drainage Report 7. PAD Appendix D — Traffic Impact Analysis 8. PAD Appendix E —Applicant's Project Narrative Submitted by: 3o6 Rodgerst 7/16/2014 Senior Planner Date Approved by: / Development Services Director Date Page 4 of 4 o �yT A1N 11, DO Not write i this space -official use only 44 J, Filing Date _4Z/c o o , � :,. ` Accepted By �,v-Lcam �'d .�d � � Fee Accepted 7�� my : Case Manager -Zed) dse-GeJ that is Av.`. The Town of Fountain Hills PLANNING & ZONING DEPARTMENT - APPLICATION Abandonment (Plat or Condominium) Appeal of Administrator's Interpretation Area Specific Plan &Amendments Concept Plan Condominium Plat Cut/Fill Waiver Development Agreement HPE Change or Abandonment General Plan Amendment Ordinance (Text Amendment) Planned Unit Development Preliminary/ Final Plat Replat (Lot joins, lot splits, lot line adjustments) Rezoning (Map) pecial Use Permit &Amendments Site Plan Review (vehicles sales) Use Permit(Median Fee, if applicable) Variance Other "rep-t IAA t' PROJECT NAME / NATURE OF PROJECT: I LEGAL DESCRIPTION: Plat Name Parcel A of Bk 468, Pg 3 Block Lot PROPERTY ADDRESS: 17130 E. Shea Blvd PARCEL SIZE (Acres)4.02 ASSESSOR PARCEL NUMBER 176-10-799 NUMBER OF UNITS PROPOSED 1 Building TRACTS 1 Building EXISTING ZONING C-2 PROPOSED ZONING C-2 A licant Mrs. Nicholas Brown Day Phone (623)536 1993 ✓ Mr. Ms. Address: 12409 W Indian School Rd C303 City: Avondale State: AZ Zip: 85392 Email: nick@cottrellengineering.com Owner Mrs, IMH Special Asset NT 246 LLC ' NO 3 Day Phone (480) 840-8400 ftMr. Ms. Address: 7001 N. Scottsdale Road, Ste. 2050 City: Scottsdale State: AZ Zip: 85253 If application is being submitted by someone other than the owner of the property under consideration,the section below must be completed. SIGNATURE OF OWNER DATE See attached letter. I HEREBY AUTHORIZE TO FILE THIS APPLICATION. Please Print ii ik Subscribed and sworn before me this day of , 20 . My Commission Expires . Notary Public MUNIS 4_��-- APPLICATION # (,L DC)(4'D Tractor Supply Company PAD 17130 E.Shea Blvd ORD#14-07 • TRACTOR SUPPLY COMPANY - PLANNED AREA DEVELOPMENT (PAD) Section 1 — Purpose The Tractor Supply Company PAD zoning district is located on 240,788 square feet (5.53 acres) and is established so as to accomplish the following: 1. Waive the requirements of the Zoning Ordinance Section 5.11 and the Subdivision Ordinance Article 5, to allow for an increase in the Hillside Disturbance Allowance to permit development of the site in accordance with the Development Plans approved herein. 2. Revise the Parking Ratios. 3. Authorize Permanent Outdoor Display Areas. 4. Waive the Drainage Detention Requirements of the Zoning Ordinance Section 3.08 and Town Code Section 14-7 to require that this site provide a minimum detention volume of 8,000 cubic feet. 5. Outline Offsite Landscaping Responsibilities within the Shea Blvd and Monterey Drive rights-of-way. ® 6. Reclassify Commercial land uses and amend the zoning map designation for the property from"C-2"to"Tractor Supply Company PAD"pursuant to the standards outlined below. Section 2—Plan of Development Pursuant to the Fountain Hills Zoning Ordinance Section 23.07.B,The Tractor Supply Company PAD DEVELOPMENT PLAN contains the following components: Name of Development: Tractor Supply Company—Fountain Hills NEC Shea Blvd&Monterey Drive Developer: Fountain Hills Development Group,LLC 155 W New York Avenue, Suite 200 Southern Pines,NC 28387 PH: 910-695-3694 Legal Description: Parcel A,of Replat of lots 1 and 2 of Fountain Hills Final Plat 705,According to the plat of record in the office of the County Recorder of Maricopa County, Arizona, in Book 468 of Maps, Page 3. The property consists of approximately 5.53 gross acres and 4.02 net acres. (See Appendix A) 1 2196939.3 Tractor Supply Company PAD 17130 E.Shea Blvd ORD#14-07 Location Map: Q I SHEA I BLVD SITE /A m VICINITY MAP SCALE: N.T.S. SEC. 26,T.3N., R.6E. • Site Conditions: The property is currently vacant. Existing and proposed site conditions are as depicted on the Development Plans,attached hereto as Appendix B. Topographic Contours are shown at two foot intervals on two Plan Sheets labeled "2013 Aerial Site Plan" for the site as well as an area approximately one hundred feet surrounding the site (See Appendix B). CThe location and extent of existing vegetative cover is shown on Plan Sheet #L1 of 2 — Native Plant Inventory(See Appendix B). The proposed final landscaping of the site is shown on Plan Sheet#L2 of 2 (See Appendix B). This includes offsite landscape improvements within the Shea Boulevard and Monterey Drive rights-of-way. Cereus Wash as depicted 49:_' on Plan Sheet #C0.01 (See . G_�G9 ° ° ` =�-'a• m ri EN 3T2 PG37 RCA Appendix B) is the area of � .. ... pP �,, the site subject to .'4''4 -" • o \., intermittent storm drainage. .-0 - © .40) oe II j ': Two detention basins will , ,� ° I. ® Bi :GP be included adjacent to the ®»m �° .ur » Sc.),-.) ,a„'"" (;##l wash which will act as o oC=C�!° O~= ° g FpM FLOOD ZONE temporary mitigation s o -' ° ` ' / '� _ ' - / "1E„T B Jy', —,�. ,1 BE REQUIRED 10 BE TO measures that may o s:-o _> ,ape DOE NEWLY J —1,A occasionally be subject to 'N , °--=f :- -- � / / ',- ; / /='�' ponding. A! . _ �._ ->a , ;01CC710N-Put.�.B.,,"3 C. / E - n C Y 1.. —.-ate.--. J — EASEMENT PEB 'l //—%l s"57 PUT.e„.on n o, ../-- I Q. -7, ° / ..©/ EX DRAINAGE EASEMENT The PreliminaryGrading & , : — „ECJ739•E z°°no a P.0 E.PER ——` DOCKET 14559.PG]a] Drainage plan is shown on '' r,� `� P�`u!u�LET A•,a 1 a-10-nx BKW7.P4D ;,.._, w Plan Sheet #C0.01 (See Appendix B) and is further described in the Drainage Report for TSC Fountain Hills (See Appendix C). Plan Sheets C0.01 and S SP1.01 (See Appendix B)note the locations of retaining walls with heights between 1'- 5' tall. A detail of these retaining walls is included in Appendix B. 2 2196939.3 Tractor Supply Company PAD 17130 E.Shea Blvd ORD#14-07 C With the exception of the aforementioned Cereus Wash, there are no other natural features of note or in need of protection on the site. A slope analysis has been completed and is included as a part of Appendix B. The color exhibit depicts both the area of each slope category as well as its overall percentage of the total lot area. The area noted as being within the Hillside Protection Easement(HPE)will not change. There are no currently existing development agreements, zoning approvals, or similar approvals affecting the subject property. The property is subject to various utility and drainage easements which are depicted on Plan Sheet # SP1.01 (See Appendix B). Also, the area of Cereus Wash is already contained within a Hillside Protection Easement and as such will not require a re-dedication of that easement. Section 3 —Establishment of PAD District and Site Design Guidelines The Tractor Supply Company PAD hereby establishes the 5.53 acre PAD zone subject to the design guidelines and standards set forth below and the Town of Fountain Hills Zoning Ordinance. In the event of a conflict between the Zoning Ordinance and this PAD, the provisions of this PAD shall prevail. Unless specifically modified herein, all of the provisions of the Town of Fountain Hills Zoning Ordinance and Town of Fountain Hills Subdivision Ordinance shall apply to the Tractor Supply Company PAD. SITE INFORMATION: Address: 17130 E. Shea Blvd, Fountain Hills,AZ 85268 APN: 176-10-799 Gross Lot Area: 240,788 sq ft Net Lot Area: 174,937 sq ft Building Sizes: Main Building 21,702 sq ft Forage Shed 1,250 sq ft TOTAL 22,952 sq ft Lot Coverage 13.1% Land Use Descriptions: The Tractor Supply Company site consists of one new ± 21,702 square foot retail building and a ±1,250 square foot hay barn building on a 5.53 acre parcel located on a portion of Parcel A of"Replat of Lots 1 and 2 of Fountain Hills Final Plat 705" (Bk.468, Pg.3, MCR). The site is located at the northeast corner of Shea Boulevard and Monterey Drive. 41) 2196939.3 Tractor Supply Company PAD 17130 E. Shea Blvd ORD#14-07 45. • s ' 1. w •i; :rt * . r • 4 qr ymayy i~ l It"'4 vilkit +.\'�A`y�,4y=ill • . 1•" tr lArik • i� tr Tractor Supply Company PAD Map The Tractor Supply Company PAD District Map depicts the PAD zone boundary. Density, Area, Building and Yard Regulations TRACTOR SUPPLY COMPANY PAD - Zoning Ordinance Summary Land uses allowed within the Tractor Supply Company PAD shall be the uses identified as Permitted Uses, Special Permit Uses, and Temporary Permit Uses in the Town's C-2 zoning district. The chart that follows specifies the minimum lot size, minimum lot width, maximum building height, minimum yard setbacks, maximum lot coverage percentage, and minimum distance between buildings within the Tractor Supply Company PAD. C 4 2196939.3 Tractor Supply Company PAD 17130 E. Shea Blvd ORD#14-07 Tractor Supply Company PAD Lot Lot Bld Minimum Yard Setbacks Lot Distance District Area Width HeightStreet Coverage Between (Sq Ft) Front Side Side RearBldgs TSC 10' 0' 0' 0' PAD 6,000 60' 40' a b b,c b,c d 60% 6' a.Or height of the building,whichever is greater. b. When adjacent to a residential district, regardless of whether separated by a street or alley,there shall be a front yard equal to the front yard required in the adjoining residential zoning district or the building height,whichever is greater(not to exceed 25 feet). c. When adjacent to a residential district, there shall be a setback equal to the greater of 10 feet or a distance equal to the height of the commercial building. When a corner lot is adjacent to a residential district, regardless of whether separated by a street or alley, there shall be a setback equal to the greater of 10 feet or the height of building. If a side yard is otherwise provided,the minimum setback is 3 feet. d. When adjacent to a residential district, regardless of whether separated by a street or alley,there shall be a setback equal to the greater of 25 feet or the height of the building. If there is to be other than a zero rear yard setback,the minimum setback is 10 feet. Project Description /Narrative: The proposed development is a new retail building, Tractor Supply Company(TSC),with associated site improvements. TSC is a large retail store chain that offers products for home improvement, agriculture, lawn and garden, clothing, and livestock, equine and pet care. Stores supply the unique products, to support their customers' rural lifestyles, from welders and generators to animal care products, to men's and women's work wear. Standard hours of operation are Monday through Sunday 7am - 8pm. This proposed TSC store has 21,702 square feet of inside selling space with 21,000± square feet of outside space used to display agricultural fencing, livestock equipment and horse stalls. Project Impact: The developer expects to have a positive impact on the surrounding area and neighborhood. TSC will provide products and services to support a rural lifestyle matching the surrounding developments. TSC fits the intended zoning of C-2. The standard hours of operation are reasonable considering the neighboring residential area. Loud operations or noises are not typical for TSC stores. The following principles will guide the planning, design and execution of the project: Focus on Quality: • Incorporate architecture that reinforces the community brand. • Maintain a consistent design theme • Create a unique identity that further elevates the reputation of Fountain Hills • Create lasting positive impressions for homeowners and visitors • 2196939.3 Tractor Supply Company PAD 17130 E.Shea Blvd ORD#14-07 Architectural Design Guidelines: The exterior of the building is constructed in split-face CMU block painted in neutral colors (Sanderling (LRV 31%) to 4'-0" and at Pilasters, and Urban Putty (LRV 54%) from 4'-0" to the top of the EIFS Cornice). There are Pilasters on the building corners and at control joint locations along the sides of the building with a decorative EIFS cornice at the top of each wall. The Parapets are extended above the roof line to screen the roof-top units from pedestrian view all the way around the building. Scuppers will be installed with downspouts on the rear of the building to drain water from the roof.The roof will be a TPO Membrane Roof. There is an exterior vestibule that is enclosed with an EIFS structure and gabled standing seam metal roof(Colonial Red)above the vestibule with split-face CMU columns at the entrance corners. Added architectural elements include 4'-0" deep awnings with standing seam metal roof(Colonial Red), faux barn shutters, and decorative gooseneck light fixtures (front elevation only). The wall pack light fixtures on the side and rear of the building will be LED fixtures that are Dark Sky compliant. The fenced outdoor display area will have a black aluminum tube fence surrounding the merchandise to be displayed in that area. An additional screen wall has been added to the rear of the building to screen the loading area from street view as well as a dumpster enclosure to hide dumpsters from public view. Landscaping Strategy & Design: The proposed landscape for the TSC store will be a reflection of the natural desert environment that enriches the image of the Fountain Hills community. This will be achieved by utilizing on-site salvage material and integrating indigenous plant species that blend seamlessly with the abutting Cereus Wash. To further preserve the integrity of the property, all of the existing saguaro cacti currently located on the site will be salvaged and thoughtfully relocated to enhance entry focal points and new native plant groupings. The overall landscape will complement the architecture of the building as well as the neighboring surroundings. Drainage: Plans for on-site and off-site drainage are outlined in the document entitled Drainage Report for TSC Fountain Hills (See Appendix C) and visually depicted on Plan Sheet #C0.01 (See Appendix B). All drainage grading and structures shall be designed and constructed pursuant to the codes, rules and regulations of the Town of Fountain Hills. Water Service: Water Service will be provided by the Chaparral City Water Company (EPCOR). All water service requirements shall be pursuant to the rules and regulations of EPCOR. Sewer Service: Sewer Service will be provided by the Fountain Hills Sanitary District. All sewer service requirements shall be pursuant to the rules and regulations of the Fountain Hills Sanitary District. 6 2196939.3 Tractor Supply Company PAD 17130 E.Shea Blvd ORD#14-07 Traffic: The document entitled, "Traffic Impact Analysis for Tractor Supply Company", revised June 27, 2014, is hereby accepted and approved(See Appendix D). When the Tractor Supply Company site is developed and operational, the site is forecast to generate approximately 24 trips in the morning peak hours and 102 trips in the midday and evening peak hours. The northwest-bound right turn lane on Shea Boulevard will be restriped to accommodate a 250 foot long turn lane and an 86 foot long taper as shown in Figure 9 of the traffic report (See Appendix D). If needed to accommodate additional traffic departing the site and turning left onto Shea Boulevard, the developer shall add signage on Shea Boulevard, as required by the Town Engineer. Sight triangles will be provided and maintained at site access points to give drivers exiting the site a clear view of oncoming traffic. The developer will restripe the markings on Monterey Drive, as shown in Figure 9 of the traffic report (See Appendix D), to accommodate the left turn-ins into the proposed development. Parking: The Tractor Supply Company PAD hereby revises the Parking Ratios according to the parking calculations outlined on Plan Sheet SP1.01 (See Appendix B)as follows: Retail uses (17,709 sf)@ 1 space/300 sf = 59 Outdoor Display& Stockroom (23,761 sf)@ 1 space/900 sf =27 For a total minimum parking requirement = 86 spaces Commercial Signage: On-site signage is not part of this PAD approval. All signage will be by separate permit and shall conform to the Fountain Hills Zoning ordinance. Outdoor Lighting: Exterior site lighting shall conform to the illumination results shown on the lighting design plan (See Appendix B). At no time shall the amount of light leaving the property be greater than 1 lumen. On-site exterior lighting shall also conform to the Fountain Hills Dark Sky Zoning ordinance. Section 4 —Applicant's Project Narrative (See Appendix E) Section 5 — Time Condition The Tractor Supply Company PAD is subject to reversion according to the time condition set forth in Ordinance 14-07. I 7 219693 9.3 Tractor Supply Company PAD 17130 E. Shea Blvd ORD#14-07 ihrir Section 6 —Appendices A. Current Plat B. Development Plans C. Drainage Report D. Traffic Impact Analysis E. Applicant's Project Narrative 0 I 8 2196939.3 Tractor Supply Company PAD 17130 E.Shea Blvd ORD#14-07 ID Appendix A Current Hat itf"i it r N e i �$ 4 „' 8 g . b ge N 'F aal9glSs � gb � rl}a El i P �I ggqlxi°" 2 Y b. b:5 @ d 1-' 01} 9d 1 a g i y ! p �YSii_ umtl l e 'gfYe tl j 'iq } 4 I I \ ei` b it gd III, geoge5 WieFi S ' 8 1fy i y 611e II 'eb i 1 Ili 'fie€5` F Iy§ tl : 4}i it } € €5�\� , €35804r;gFI.'t5 1z4, S , 7 ,, ; ?I ' 6. 5,' ;_ x,^'may{ fn $tl Y ! Y 1` eu 13 E eg§ e Y ,1 =:9Yn etll! Z b I . 8 ,'l 3 ea b S p s ' db a :it' pp �1i3; s ; kaiff S g ti. 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Shea Blvd ORD#14-07 111 Appendix E Applicant's Project Narrative C 2196939.2 OAT niN it, DO Not write i this space—official use only 4(I 1. , i�, e41 Filing Date _ ro, 51 Accepted By .� �� .,r�� ��elg Fee Accepted 7 5"a.0z) / WV ,or : Case Manager ..,6 /Eo d -Ge.) 9ji , 'hat is Av`'' The Town of Fountain Hills • PLANNING &ZONING DEPARTMENT - APPLICATION Abandonment (Plat or Condominium) Appeal of Administrator's Interpretation Area Specific Plan &Amendments Concept Plan Condominium Plat Cut/Fill Waiver Development Agreement HPE Change or Abandonment General Plan Amendment Ordinance (Text Amendment) Planned Unit Development Preliminary/ Final Plat Replat (Lot joins, lot splits, lot line adjustments) Rezoning (Map) pedal Use Permit &Amendments Site Plan Review (vehicles sales) Use Permit(Median Fee,if applicable) Variance Other-p,cth reXT„fr. jotA PROJECT NAME / NATURE OF PROJECT: LEGAL DESCRIPTION: Plat Name Parcel A of Bk 468, Pg 3 Block Lot PROPERTY ADDRESS: 17130 E. Shea Blvd PARCEL SIZE (Acres)4.02 ASSESSOR PARCEL NUMBER 176-10-799 NUMBER OF UNITS PROPOSED 1 Building TRACTS 1 Building EXISTING ZONING C-2 PROPOSED ZONING C-2 Aqicant Mrs. Nicholas Brown Day Phone (623)536-1993 Mr. Ms. Address: 12409 W Indian School Rd C303 City: Avondale State: AZ Zip: 85392 Email: nick@cottrellengineering.com Owner Mrs. IMH Special Asset NT 246 LLC * 17 bq 34 Day Phone (480)840-8400 Mr. Ms. Address: 7001 N. Scottsdale Road, Ste. 2050 City: Scottsdale State: AZ Zip: 85253 If application is being submitted by someone other than the owner of the property under consideration,the section below must be completed. SIGNATURE OF OWNER DATE See attached letter. I HEREBY AUTHORIZE TO FILE THIS APPLICATION. Please Print Subscribed and sworn before me this day of , 20 . My Commission Expires • Notary Public MUNIS :,4_ ,:,-1., APPLICATION #nit DO(4.o4/ Tractor Supply Company PAD 17130 E. Shea Blvd ORD#14-07 Appendix A Current Plat I. q v ti „g. 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T. . \'' , 19 ,, , \ tfr 6„, ,V \ .,••°\ '-., • Ai. i'' ..;,-, evyyz 4, y .:,- ,, 1 b Ell--- ,..Th . - 1 .,44'' ...• ;`,-' 7 v.. t.,.. z •• 1 i \ olV d• 17' 1 \\\tt;\* 4',• li/ds ' %,...,e, ii •\Sas;\ . 4 <ts„, % ' z „,.. ..--- q0'02' ., I..; •i•I i5i' • i i' i • ` \ / lamas t 4 ---- Ar Q *-- Z . i ill '402 \/ Z 4* k° "\s/ ' Z •-• a'S Vg2 a -8..rr-nrr,s8r88n88br'272r82r. r 1 -g2 I. . g2drrrtgO:rrizererZr2A'.. r..9 %,:' % q; g.' g, 0 it z.,-- , ..„-- %.. pip . ,,...a.„,„, ,, ir';..-4,7,,, ,,5.,. ..-,t, _ g,gb,Ft . 0.. 1.4 ...-. ' gasOUi!..Infrnic51.3 -g--".g. g at .r1i x./ i ^-•,,, '':::::f.!-1.1'. ..-2.:::::J:F4r-n!,5 ' ' " " - *DV PROJECT NARRATIVE REPORT for TSC FOUNTAIN HILLS 17130 E. SHEA BLVD. Prepared for: FOUNTAIN HILLS DEVELOPMENT GROUP,LLC 155 W. NEW YORK AVENUE SOUTHERN PINES,NC 28387 June 30, 2014 45889 9 q‘ K NICS E. BROWN 1•4 6/g0// S'ned F\R�ION pies CEA 6 • 12409 W. Indian School Rd. C303, Avondale, AZ 85392 Phone (623)-536-1993 • • CES .,O. June 30,2014 TSC-FOUNTAIN HILLS DESCRIPTION OF PROPOSAL The proposed development consists of one new retail building, 21,702 s.f.±, and an associated hay barn building, 1,250 s.f.±, on a 4.02 acre (±) parcel (net area) that sits on a portion of Parcel A of "Replat of Lots 1 and 2 of Fountain Hills Final Plat 705" (Bk.468, Pg.3, MCR) and is located at the northeast corner of Shea Boulevard and Monterey Drive. The proposed improvements are not phased. The proposed development is a new retail building, Tractor Supply Company(TSC), with associated site improvements. The TSC is a large retail store chain that offers products for home improvement, agriculture, lawn and garden, clothing, and livestock, equine and pet care. Stores supply the unique products to support their customer's rural lifestyle, from welders and generators to animal care products and men and women's workwear. Standard hours of operation are Monday through Sunday 7am-8pm. TSC stores are primarily located in rural areas and outlying suburbs of major cities. This proposed Tractor Supply store has 17,709 square feet of inside retail space with 23,761 square feet of stockroom and outside space used to display agricultural fencing, livestock equipment and horse stalls. RELATIONSHIP TO SURROUNDING PROPERTY The proposed development expects to have a positive impact on the surrounding area and neighborhood. TSC will provide products and services to support a rural lifestyle matching the surrounding developments. The standard hours of operation are reasonable considering the neighboring residential area, as they open and close at practical times. Loud operations or noises are not typical for TSC stores. TSC fits the intended zoning of C-2 with slight modifications through a P.A.D. plan, including but not limited to adjusted parking calculations, outdoor display areas and adjusted detention volume requirements. 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 ECG June 30,2014 TSC-FOUNTAIN HILLS PROPOSED DEVELOPMENT STANDARDS The parcel is currently zoned C-2, Intermediate Commercial Zoning. TSC stores meet the retail type uses stated in the Town's C-2 zoning description. The following are standards for C-2 zoning and PAD plan requests,and how they relate to the planning and design of the development: Applicable Requirement Response Minimum Lot Area-6,000 sf Will comply Minimum Lot Width-60 if Will comply Minimum Building Height—40 ft Will comply Minimum Yard Setbacks Front—10 ft Will comply Side—25 ft(Adjacent Residential) Will comply Street Side—0 ft Will comply Rear—10 ft Will comply Maximum Lot Coverage—60% _ Will comply Outdoor Display—Subject to Special Use Permits Outdoor display proposed and addressed with Town by PAD pia Outdoor Lighting to be in conformance with Town provisions. Will comply Lighting shall be placed to reflect away from residential zoning. Outdoor use of a commercial nature adjacent to residential zone Will comply boundary shall be screened by 8 ft wall. Required Parking Ratios Retail—1/250 sf PAD to allow parking ratio for retail—1/300 sf Outdoor Display/Stockroom(Warehouse)—1/800 sf PAD to allow parking ratio for warehouse—1/900 sf Required Retention/Detention Volume Greater of Pre.vs.Post OR First Flush PAD to allow minor reduction of required volume to 8,000 cf ARCHITECTURAL DESIGN GUIDELINES The exterior of the building is constructed in Split face C.M.U. painted in neutral colors Sanderling (LRV 31%) to 4'-0" and at Pilasters and Urban Putty (LRV 54%) from 4'-0" to top of E.I.F.S. Cornice. There are Pilasters on the building corners and at control joint locations along the sides of the building with decorative E.I.F.S. cornice at the top of each wall. The Parapets are extended above the roof line to screen the Roof Top Units from pedestrian view all the way around the building. Scuppers will be installed with downspouts on the rear of the building to drain water from the roof. The roof will be a T.P.O. Membrane Roof. There is an exterior vestibule that is enclosed with an E.I.F.S structure and Gabled Standing Seam Metal Roof(Colonial Red)above the vestibule with Split Face C.M.U. columns at the entrance corners. 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 EEG June 30,2014 TSC-FOUNTAIN HILLS Added architectural elements include 4'-0" deep awnings w/ standing Seam Metal Roof (Colonial Red), Faux Barn Shutters, and decorative Gooseneck Light fixtures (front elevation only). The wall pack light fixtures on the side and rear of the building will be LED fixtures that are Dark Sky compliant. The Fenced Outdoor Display Area will have a Black Aluminum Tube Fence surrounding the merchandise to be displayed in that area. Additional Screen Wall has been added to the rear of the building to screen loading area from street view as well as a dumpster enclosure to hide dumpsters from public view. LANDSCAPING STRATEGY&DESIGN The proposed landscape for the Tractor Supply Company store will be a reflection of the natural desert environment that enriches the image of the Fountain Hills community. This will be achieved by utilizing on-site salvage material and through the integration of indigenous plant species that blend firr seamlessly with the abutting Cereus Wash. To further preserve the integrity of the property, all of the existing saguaro cacti currently located on the site will be salvaged and thoughtfully relocated to enhance entry focal points and new native plant groupings. The overall landscape will complement the architecture of the building as well as the neighboring surroundings. 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 C C June 30,2014 TSC-FOUNTAIN HILLS APPENDIX A I. VICINITY MAP 2. AERIAL PHOTO 3. LEGAL DESCRIPTION S 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 xu l l :�Y • a }' • 0 ?*k (t-cT J0 SHEA BLVD SITE 87 VICINITY VAP SCALE: N.T.S. SEC. 26, T.3N., R.6E. r 1 12409 W. INDIAN SCHOOL RD. VICINITY MAP SUITE: C-303 PROJECT: TSC FOUNTAIN HILLS I 16 AVONDALE, AZ 85392 CEG# 14-029 PH: (623) 536-1993 -,. —,, .s .,..,,,,,,,,, .s. , ._ , ,.„.,,, .vis ,4-1/4'-. - , sSk\t. e w <� ) r ', 1'fr../i,? ' Ti. ; r 7. !. � .,-- ..., , .,, , , .- .6000,, ,/,,,-..:',•.-*, , W ', .,.„,,, ,...--,:',':- "tt' - ,i41‘;'''p-'-s k:- .,,,o'l. ' � �u �>+kph .Y �' ~` j��t y 1'' ''...„ `',. 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S71IH NI`d1Nf10i OSl 103f'02�d £0£-D :31II1S SISA IVNV HdOrIS 'at 100HDS NVI NI 'M 60bZ 6 J OOz 00 I. 0 (ov 6Z0'0) '3'S t9z'l %0C < S3dOlS (Od 9LZ'0) '3'S 12-t7'6 %02 — %Oz S3dOlS (OV z917'o) 'd'S 1,2 l'OZ %OZ — %01. S3dOlS (Od 60£'F) '3'S lZL*1 l %01. — %o S3dOlS :V32IV :aN2031 Nir k -' ' ' \ - \ iiiiiiii , , . O--- .... . ...,,,siiikiiiiiik Crk, V tis_ * -•,... a r „. \ .„, ..,,7.- 7 \ -( .--?> _ _ / f `4 0 t - m *� 6 r w 0 lb 'F �o,Q�S GL SUNRISE POINT % ► BK.392, PG.37, MCR , )1111 R1-6 ZONING r. \ \ VI IkC -� SUBJECT ti'OT \ PROPERTY' S 0�A0� v ,k . �0, ti�� o � �� y ' '414% ' '1411116.."-'"*-"'-' . Alr' O CROSSROADS N CONVENIENCE CENTER BK.336, PG.01 MCR ;� • w _ \ 11 C-2 ZONING ,1 \ , . ' LEGEND: TRAFFIC DIRECTION ♦ hlIPI 0 200' 400' y 12409 W. INDIAN SCHOOL RD. ZONING & TRAFFIC LOCATION MAP SUITE: C-303 PROJECT: TSC FOUNTAIN HILLS 0 0 ` r AVONDALE, AZ 85392 CEG# 14-029 PH: (623) 536-1993 I 61g� 9 0� L. 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TOP OF WALL �� ELEVATION 8" $ RETAINING WALL/ • " ' ''''• `' •`` ' ` PAVEMENT ELEVATION 4' a `SEE PAVING PLANS • FOR PAVEMENT #5 0 18' O.C. !•. SECTION HORIZ.(TYP.) `.+ . • 5.0'MAX i C.I.P. CONCRETE �3000 PSI #5 0 18' O.C. I RF(1YP) , , 1' SQ. x CONT. • CRUSHED ROCK 2" DIA. WEEP . .. :/. 0 WEEP HOLES _- HOLES O 110y-1y 6'-0" O.C. = --i FINISHED GRADE VARIES SEE GRADING PLAN 12'MIN i :•' #4 0 18" O.C. �( ) 3'- �36" 1 TOP OF FOOTING • • ' ° • 1 ELEVATION 12" 4. :.:...a; .: .••'; . (2) #4 CONTINUOUS I . .• u • . TOP & BOTT. (TYP.) 8" ° (1) #4 CONTINUOUS 1 KEY FOOTING I-8"-I NOTES: • SOIL SHALL BE COMPACTED AND HAVE MINIMUM BEARING CAPACITY OF 2500 PSF AND A LATERAL CAPACITY OF 250 PSF • FOOTING CONCRETE TO HAVE MINIMUM STRENGTH OF 3000 PSI • LAP REINFORCING BARS MINIMUM 30" • REINFORCING BARS HAVE MINIMUM fy=60 ksi • CONTROL JOINTS ON CONCRETE WALLS AT 20' O.C., REQUIRES SPECIFIED VERTICAL REBAR ADJACENT TO JOINT ON BOTH SIDES. • RETAINING WALL CORNERS REQUIRE SPECIFIED VERTICAL REBAR ON BOTH SIDES ADJACENT TO THE CORNER. r .� 12409 W. INDIAN SCHOOL RD. PRELIMINARY RETAINING WALL SUITE: C-303 PROJECT: TSC FOUNTAIN HILLS r.. k AVONDALE, AZ 85392 CEG# 14-029 `o J PH: (623) 536-1993 hgl:.4 ii 1 i i 111 (16., ii 1 1 i 11! il a 1 I III ,..p II . 0 II ,', 7.1; •.:: - I 1 IP ea \ DI i'h /----- - i III I I PilL Iii i i 3 110, f i 1;1 PAH i.2 i OM i MI I'l' /\1 ill :igi ittp I.1 .c PHI ii 111 L-112. IliEE i p\--- itY&" `-•,„,,___ r Ellif a• id los zoL'iz I. MCA '3 ' • II I; 1; LLL I; 1 11 1 II a .I I 1.1.1111l I I I imilliiiil li ... n Lg. ..- 0 0, 1 PP li 1 6i .„.... b h \ §A ,. ORDINANCE NO. 14-07 AN ORDINANCE OF THE MAYOR AND COUNCIL OF THE TOWN OF FOUNTAIN HILLS, ARIZONA, AMENDING THE TOWN OF FOUNTAIN HILLS OFFICIAL ZONING DISTRICT MAP FOR APPROXIMATELY 5.53 ACRES GENERALLY LOCATED AT THE SOUTHEAST CORNER OF SHEA BOULEVARD AND MONTEREY DRIVE AS SHOWN IN CASE NO. Z2014-02, FROM C-2 (INTERMEDIATE COMMERCIAL) TO TRACTOR SUPPLY COMPANY PAD. WHEREAS, the Mayor and Council of the Town of Fountain Hills (the "Town Council") desires to amend the Town of Fountain Hills Official Zoning District Map (the "Zoning Map")pursuant to Aiuz.REV.STAT. § 9-462.04, to change the zoning description for a± 5.53 acre parcel of real property from C-2 (Intermediate Commercial) to Tractor Supply Company PAD(the"Zoning District Map Amendment"); and WHEREAS, the Zoning District Map Amendment proposed by this ordinance is consistent with the Fountain Hills General Plan 2010; and WHEREAS, all due and proper notices of public hearings on the Zoning District Map Amendment held before the Town of Fountain Hills Planning and Zoning Commission (the "Commission") and the Town Council were given in the time, form, substance and manner provided by ARJZ.REV.STAT. § 9-462.04; and Nypr WHEREAS, the Co held a public hearing on July 24, 2014, on the Zoning District Map Amendment;after wh the Commission recommended approval; and WHEREAS, the Town Council held an additional public hearing regarding the Zoning District Map Amendment on September 4, 2014.4 , +'' NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND COUNCIL OF THE TOWN OF FOUNTAIN HILLS as follows: SECTION 1. The recitals above are hereby incorporated as if fully set forth herein. SECTION 2. The + 5.53 acre parcel of real property generally located at the southeast corner of Shea Boulevard and Monterey Drive, as shown in Case No. Z2014-02, as more particularly described and depicted on Exhibit A, attached hereto and incorporated herein by reference, is hereby rezoned from C-2 (Intermediate Commercial) to Tractor Supply Company PAD, subject to(i)the Town's adopted codes, requirements, standards and regulations, except as specifically modified in the Tractor Supply Company PAD document attached hereto as Exhibit B and incorporated herein by reference and (ii) the time condition set forth in Section 3 below. • 2197082.2 SECTION 3. Approval of the Tractor Supply Company PAD zoning is conditioned on development of the project commencing within three years of the effective date of this Ordinance. 1. Prior to the expiration of the three-year time condition, the property owner or authorized representative may submit an application for an extension to the Town. A submittal of an application for extension of the three-year time condition does not toll the running of the time condition. Should the three-year time condition expire between the submittal of an application for a time extension and the public hearing on the requested extension, the Tractor Supply Company PAD shall be subject to reversion as set forth below. Upon receipt of a request for extension, the Town's Zoning Administrator shall submit the request to the Town Council for consideration at a public hearing held as set forth below. 2. The Town Council shall, after notices via, ertified mail to the property owner and authorized representative have been provided at least 15 days prior to the date of the scheduled hearing, hold a public hearing on the extension reque The Town Council may, in its sole discretion, grant an extension of the ti."Y e condition, subject to the limitation on the number of extensions set forth below. If the public hearing is held after expiration of the time condition, the Town Council may also, at that public hearing, take action to revert the zoning on the property to its prior zoning classification i d ���Ju',Ih�dM, `10,0 3. In the event the project has not commenced within the three-year time period and no request for time extension has been received as provided above, the Zoning Administrator may submit the Tractor Supply Company PAD to the Town Council for consideration of reversion, pursuant to the hearing procedure set forth below. ;if N � plfrogiAlm, t "�' t444 4. The Zoning Administrator s1 notify the property owner and authorized Akiip,' representative by certified mail of the Town Council's intention to hold a hearing to determine compliance with the three-year time condition, and to revert the zoning on the property to its former classification if the condition is determined by the Town Council to have not been met. All such notices shall be made at least 15 days prior to the date of the scheduled hearing. The Town Council may, in its sole discretion, either grant an extension of the time condition, subject to the limitation on the number of extensions set forth below, or revert the zoning on the property to its prior zoning classification. 5. The Town Council may grant up to four one-year extensions of the time condition. 6. Following the commencement of the project, the Zoning Administrator shall monitor the project to ensure it continues to completion. Upon the Zoning Administrator's initial determination that the project is not being actively pursued, no further review or approval of any project site plan or plat shall occur until it is • 2197082.2 2 determined that good cause exists for delay in the construction of the project. Should the project fail to proceed, a public hearing shall be held by the Town Council to determine the cause of the delay. At the public hearing on the matter, if the Town Council determines that there is not good cause for the delay, it may impose additional conditions on the Tractor Supply Company PAD to ensure compliance. If such additional conditions are not met, the Zoning Administrator may set the matter for public hearing, according to the process set forth in subsection above, on a possible reversion of the Tractor Supply Company PAD zoning. If the Town Council determines that good cause exists, it may amend the Tractor Supply Company PAD development schedule. 7. For purposes of this Section, the terms "commence," "commencing" and "commencement" shall mean physical vertical constructie activity in accordance with a valid building permit issued by the Town. rl h��t�l<<f' SECTION 4. If any provision of this Ordinance is for any reason held by any court of competent jurisdiction to be unenforceable, such provision or portion hereof shall be deemed separate, distinct and independent of all other provisions and such holding shall not affect the validity of the remaining portions of this Ordinance. SECTION 5. The Mayor, the Town Manager, thee4; .rt n Clerk and the Town Attorney are hereby authorized and directed to take all steps necessary pry out the purpose and intent of this Ordinance. dJ�� dd �" ' h 100 PASSED AND ADOPTED by the Mayor and Council of the Town of Fountain Hills, September 4,2014. FOR THE TOWN OF FOUNTAIN HILLS: �r+";ATTESTED TO: tt Linda M. Kavanagh, Mayor Bevelyn J.Bender, Town Clerk REVIEWED BY: APPROVED AS TO FORM: Kenneth W.Buchanan,Town Manager Andrew J.McGuire,Town Attorney • 2197082.2 3 • EXHIBIT A TO ORDINANCE No. 14-07 [Legal Description and Map] See following pages. why 11 4;C i 11i..,('',i* . 14, '40*, 490 � �I p a I k� P'sab.,.d " 4,117 C lear';io 0 !,t4iyiiiito 1 , 1 1 1;1 I tap. filf 1 I„:1,'1).:11111,ill 441 0 or,I I 1 1' 1'01 soil:,.;,1;;''-,,.,-4.,I.',:1'.',, iduliNgltioith, li,,4i)kii„iit, i 1,1%. IA 1/0 10it Ifiti il 2197082.2 Iii; EXHIBIT B TO ORDINANCE No. 14-07 [Tractor Supply Company PAD] See following pages. ,•iii6: Pr , ,.0, i '.000, . r„ fp, r*„, Ilit ,, ''',/,t'bE, litit' ,/,;i r P, 4110' : 1,440. il' '' 0,,. ,,,,,not,,i g ' pP �p�hpp�l,+t h,�Y�I'` �t �,iik.i� I Ik'r�t pp' }06' ta i 1 fi, f' pro liti ' ipifilpr , 7,,iiiiitip-- NN�Y P 'Op ,.,„ k. ,,,,,,, 1/44,0, k..„„ giiittp ,,,,;,., ,, , ,,,,,,,0„3„ :„, 14 IL "I:,,, L k -17,14(„pi ,,.,,,„ ;:i„,,, ‘....... 2197082.2 DRAINAGE REPORT for TSC FOUNTAIN HILLS 17130 E. SHEA BLVD. Prepared for: FOUNTAIN HILLS DEVELOPMENT GROUP, LLC 155 W. NEW YORK AVENUE SOUTHERN PINES, NC 28387 111) •• ••r F O 45869 0 ra June 25, 2014 NICHOLAS E. _ BROWN a 04/I!'/f'�/ e 'ned _/ 4k/ZONA Ares 03-31-`ZO • 12409 W. Indian School Rd. C303, Avondale, AZ 85392 Phone (623)-536-1993 CES June 25,2014 TSC-FOUNTAIN HILLS INTRODUCTION The proposed development consists of one new retail building, 21,702 s.f.±, and a hay barn building, 1,250 s.f+, on a 4.02 acre (±) parcel (net area)that sits on a portion of Parcel A of"Replat of Lots 1 and 2 of Fountain Hills Final Plat 705"(Bk.468, Pg.3, MCR)and is located at the northeast corner of Shea Boulevard and Monterey Drive. This site is currently a vacant parcel with no existing improvements. The site is bounded by developed property to the northeast, Shea Boulevard to the west and Monterey Drive to the north, and the Cereus Wash to the south. A vicinity map, aerial photo, legal description and the area's FIRM map are attached for reference in Appendix A of this report. OFFSITE DRAINAGE&HYDRAULICS The site is bounded on the west and north sides by existing curb and gutter. The east side is adjacent to developed residential lots. The south side is bounded by an existing storm water wash (Cereus Wash). The existing curb and gutter along Shea Boulevard slopes southeast and is conveyed to the Cereus Wash. The existing curb and gutter along Monterey Drive slopes northeast into the adjacent residential subdivision which eventually conveys the storm water to the Cereus Wash. The offsite drainage generated from the public right of way areas of Shea Boulevard and Monterey Drive will continue to follow the historic flow. There are no proposed changes or additions to these systems by this project. ONSITE DRAINAGE&DETENTION Onsite detention will be provided for the 100-year pre-development vs. post development storm event for the area of this site. The site conveys the storm water through surface sheet flow to curb openings. The detention calculations are as follows, additional calculations are attached for reference in Appendix B: Required volume: V=A*C * P/12 Overall Site Watershed Pre-development Runoff C: 0.65—Hillslopes, Sonoran Desert(Table 3.2-DDM for MC) Post development Runoff C: 0.95—Commercial(Table 3.2-DDM for MC) Design Runoff C: 0.30 Rainfall: 2.21 inches—NOAA Atlas 14 'tow- 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 tEG June 25,2014 TSC-FOUNTAIN HILLS Watershed Area: 148,756 s.f. Calculated Vol(req'd): 8,219 c.f. P.A.D.Plan Vol(req'd): 8,000 c.f. Site Outfall: At the proposed concrete weir structure near the southeast corner of the site. The weir elevation is set at 1537.00. The storm water then drains into the Cereus Wash. Overall Site Watershed Basin#1 5,582 cf Basin#2 3,244 cf Volume Required(P.A.D.Plan) 8,000 cf Volume Provided 8,826 cf A copy of the preliminary onsite grading and drainage plans has been attached for reference in Appendix C. ONSITE HYDRAULICS The storm water in the parking areas are conveyed by sheet flow through curb openings to the detention basins. There are no storm drain pipes/catch basins within the parking areas conveying storm water to the detention basins. There is a concrete weir structure proposed to regulate the outflows from the detention basin to be equal to or less than pre-development flow rates. 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 tEE June 25,2014 TSC-FOUNTAIN HILLS OTHER PROJECT INFORMATION The extreme outfall for the project is at the proposed concrete weir structure near the southeast corner of the site. The weir elevation is set at 1537.00. The storm water then drains into the Cereus Wash. The site is designed in an engineered sump condition, as the high and low curb are both higher than the proposed final floor elevation. However, the final floor elevation is significantly higher than the site outfall. The final floor elevations for this proposed development are designed at an elevation of 1548.00 for the main building and 1547.00 for the hay barn. The final floor elevations are designed at elevations over 7 feet lower than the high top of curb which is at an elevation of 1555.60. The final floor elevations are designed over 3.5 feet lower than the low top of curb which is at an elevation of 1551.75 feet. The final floor elevations are over 10 feet above the extreme outfall elevation of 1537.00 feet. If the site is constructed according to the approved grading and drainage construction documents than the building finished floor will be protected from the inundation of storm water produced from the 100-year storm event for onsite and offsite flows. A portion of the site is located in a special flood hazard area, zone AE, and a portion of the site is located in shaded zone X as defined by Firm Map 04013C1804L dated October 16,2013. Zone AE is described as "The special flood hazard area is subject to the 100-year flood; base flood elevations determined." Shaded zone X is described as: "Areas of 500-year flood; areas of 100-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood." (see Figure in Appendix A). 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 CEGJune 25 2014 TSC-FOUNTAIN HILLS REFERENCES Brater and King,Handbook of Hydraulics, 6th Ed, 1976 Sabol,Et al,DRAINAGE DESIGN MANUAL for MARICOPA COUNTY, ARIZONA— Volume I, Hydrology, June 2010. Sabol, Et al,DRAINAGE DESIGN MANUAL for MARICOPA COUNTY,ARIZONA— Volume II, Hydraulics, June 2010. DRAINAGE REGULATIONS forMARICOPA COUNTY,November 2010. DRAINAGE POLICIES AND STANDARDS for MARICOPA COUNTY,June 2010. • 11, 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 tEE June 25,2014 TSC-FOUNTAIN HILLS APPENDIX A VICINITY MAP AERIAL PHOTO LEGAL DESCRIPTION FIRM MAP • 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 1 .F t . N.Beelme .. ''.. . h - VI 0 G°{ _ I' - �' fi a� 4'7 4f:t;.u.r.. 0 4v SHEA BLVD SITE 87 VICINITY MAP �. SCALE: N.T.S. SEC. 26, T.3N., R,6E. �� 12409W. INDIAN SCHOOL RD. VICINITY MAP j .' SUITE: C-303 PROJECT: TSC FOUNTAIN HILLS ( r AVONDALE, AZ 85392 CEG# 14-029 PH: (623) 536-1993 4 ,,,,, v•-• 4'.e/' ' ' ' ,,,,, . `e.,,,,,,1.-:-,4„.,,,,,t„ N,- .”4,40: '''''-',-1 • A: riee. tr.-. `' , , '4,- ."" .... r ., ?y�� ems^ s '' - �~ f `�"• ^t ... x rs r°' ,F. F+fr y> f�• `} ! i ,) t 4., •< a t Jr ♦f4• ��'... 9 - • ! �. ! //� a Y .0, : 0 ° 1,04 ) , ,. , . , . .. • ,,...,., , e ti / rr ri F r r , iimit W q , - p� T oto; / Af�A' t `. 12409 W. INDIAN SCHOOL RD. AERIAL PHOTO SUITE: C-303 PROJECT: TSC FOUNTAIN HILLS v• &Y AVONDALE. AZ 85392 CEG# 14-029 PH: (623) 536-1993 LEGAL DESCRIPTION PARCEL A, OF REPLAT OF LOTS 1 AND 2 OF FOUNTAIN HILLS FINAL PLAT 705, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA, IN BOOK 468 OF MAPS, PAGE 3. • aAVOf 12409 W. INDIAN SCHOOL RD. LEGAL DESCRIPTION SUITE: C-303 PROJECT: TSC FOUNTAIN HILLS r NDALE. AZ 85392 CEG# 14-029 PH: (623) 536-1993 0 air a� [� max • 1 L. . . r:d `w 6'+ oar '.v .r Si • N - � �J MAP SCALE 1"=500' 500 000 ' `;y s ,.'SE• 1�. — -i -FEET ' — --1 METE I ,\\�OF'IU111VIVr — t may" 4 ... 4 ..•. . 1'ANtL 1UURL 44 LI- .•,•. ." • • Z t11al � FIRM \ o:f 'ti 4' ,�. k tit ''I—... . . . . . . . c? FLOOD INSURANCE RATE MAP _ ' ;G) ' tY LIN "': '. • o.• • b1ARICOPA COUNTY, .. O 74.4.4.4, • .. I Av 1= i•,. F`D IN AL."NEj'AE .. ... w. AND INCORPORATED AREAS •*,, iM ' to • • • y '. • PANEL a804OF 1425 *,� • N` .\ . d Isrc on n'aa vAuri. evorrl 'L.EtF J'v� \ ♦ .. •r WW1' ?ARAMPANE.EII EDS � CJ 1 --' .0.r MAP NUMBER �/.0 � MAP REVISED J. .' '. ..•.. .•.•.• ' �4. ye r u.,,,Q U OCTOBER I62013 '. ,� • F � Fetlrr:.l Finrr;r�\tanngem tApercp i ri' ' j1 ikic r► I�[ir��etiniN1l\I I is 7 me u FEMA FLOOD INFORMATION ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO. 04013C1804L DATED OCTOBER 16, 2013 THE SUBJECT PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA ACCORDING TO MAP, A PORTION WITHIN ZONE 'AE' THE REMAINDER WITHIN ZONE SHADED 'X'. ZONE 'AE' IS DESCRIBED AS "THE SPECIAL FLOOD HAZARD AREA IS SUBJECT TO THE 100—YEAR FLOOD; BASE FLOOD ELEVATIONS DETERMINED." ZONE SHADED 'X' IS DESCRIBED AS "AREAS OF 500—YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100—YEAR FLOOD." 12409 W. INDIAN SCHOOL RD. FEMA FLOOD INFORMATION c . i\ SUITE: C-303 PROJECT: TE0UNNHILLS 85392 29 0. PH: (623) 536-1993 • CE6j* ! • June 25,2014 MC-FOUNTAIN HILLS APPENDIX B NOAA ATLAS 14 INFORMATION PRE vs POST/FIRST FLUSH VOLUME CALCULATIONS BASIN SIZING CALCULATIONS DETENTION MODEL CALCULATIONS 11) 12409 W. Indian School Rd., C-303, Avondale, AZ 85392 Phone (623)-536-1993 6/23/14 Precipitation Frequency Data Server NOAA Atlas 14,Volume 1,Version 5 s,-0.y `�, Location name:Fountain Hills,Arizona, US' urn GLatitude:33.5686°,Longitude:-111.7085° % Elevation: it* r -f �' _�' •source:Google Maps POINT PRECIPITATION FREQUENCY ESTIMATES Santa Perica,Sarah Dietz,Sarah Helm,Lillian Hiner,Kazungu Maltaria,Deborah Martin, Sandra Pavlovlc,Mani Roy,Carl Trypalulr,Dale Unnrh,Fenglin Yan,Michael Yelda,Tan Zhao, Geoffrey Bonnln,Daniel Brewer,LI-Chuan Chen,Tye Parzybok John Yardroan NOAA,National Weather Service,Sliver Spring,Maryland PEsabular I PF graohica( I Mapt dr_petials PF tabular IPDS-based point precipitation frequency estimates with 90% confidence intervals(in inches)1 Average recurrence interval (years) Duration 1 2 5 10 25 50 100 200 500 1000 5-min 0.192 0.250 0.339 0.407 0.499 0.571 0.643 0.717 0.817 0.892 (0.158-0.241) (0.207-0.315) (0.278-0.424) (0.331-0.506) (0.400-0.817) (0.451-0.701) (0.499-0.788) (0.548-0.877) (0.609-0.997) (0.651-1.09) 10-min 0.292 0.381 0.516 0.619 0.760 0.869 0.979 1.09 1.24 1.36 (0241-0.366) (0.316-0.479) (0.423.0.645) (0.504-0.770) (0.609-0.939) (0.686-1.07) (0.760.1.20) (0.834-1.33) (0.926.1.52) (0.991-1.66) 15-min 0.363 0473 0.640 0.768 0.942 1.08 1.21 1.35 1.54 1.68 (0.298-0.454) (0.391-0.594) (0.524-0.800) (0.625-0.954) (0.755.1.16) (0.851-1.32) (0.943-1.49) (1.03-1.65) (1.15-1.88) (1.23.2.06) 30-min 0.488 0.637 0.862 1.03 1.27 1.45 1.64 1.82 2.08 2.27 (0.402-0.611) (0.527-0.799) (0.708-1.08) (0.841-1.28) (1.02-1.57) (1.15-1.78) (1.27.2.00) (1.39-2.23) (1.55-2.53) (1.65-2.77) 60-min 0.604 0.788 1.07 128 1.57 1.79 2.02 2.25 2.57 2.81 (0.498-0.757) (0.652-0.989) (0.874.1,33) (1.04.1,59) (1.26-1.94) (1.42-2.21) (1.57-248) (1.72-2.76) (1.91-3.14) (2.05-3.43) 2-hr 0.690 0.893 1.19 1.42 1.72 1.96 2.48 2.79 3.06 (0.576-0.838) (0.747-1.09) (0.988-1.45) (1.17-1.72) (1.40-2.08) (1.58-2.37) INS(1.91-2.96) (2.11-3.37) (2.26-3.71) C 3-hr 0.744 0.953 1.25 1A8 1.81 2.07 2.34 2.63 3.02 3.34 (0.622-0.917) (0.799-1.18) (1.04-1.54) (1.23-1.82) (1.47-221) (1.66.2.51) (1.84-2.85) (2.03-3.19) (2.27-3.67) (2.45.4.06) 6-hr 0.895 1.13 1.45 1.70 2.04 2.31 2.59 2.88 3.27 ' 3.58 (0.770-1.06) (0.976-1.34) (124-1.71) (1.44-2.00) (1.71-2.39) (1,91.2.70) (2.10-3.03) (2.29-3.37) (2.54-3.84) (2.72-4.21) 12-hr 1.02 128 1.62 1.88 2.24 2.52 2.80 3.08 3.47 3.77 (0.888-1.18) (1.12-1.49) (1.41-1.88) (1.63-2.17) r (1.91-258) (2.12.2.89) (2.33.3.22) (2.53-3.55) (2.78-4.01) (2.96-4.39) 24-hr 1.27 1.60 2.06 2A3 2.94 3.34 3.76 4.19 4.79 5.26 (1.14-1.42) (1.45.1.80) (1.85-2.32) (2.17-2.73) (2.61-3.29) (2.94-3.73) (3.29-4.20) (3.63-4.89) (4.09-5.37) (4.45-5.93) 2-day 1.41 1.80 2.35 2.78 3.39 3.87 4.38 4.91 5.65 6.24 (1.27-1.59) (1.61-2.02) (2.10-2.63) (2.48-3.11) (3.00-3.79) (3.40-4.32) (3.81-4.90) (4.24-5.51) (4.81-6.37) (5.25.7.06) 3-day 1.51 1.92 2.52 3.00 3.68 422 4.80 5.41 6.26 6.95 (1.36-1.69) (1.73-2.15) (2.26-2.82) (2.68-3.35) (3.26-4.10) (3.72-4.70) (4.20-5.35) (4.88-6.05) (5.34-7.04) (5.87-7.85) 4-day 1.61 2.05 2.69 322 3.96 4.57 5.22 5.90 8.87 7.67 (1.45-1.79) (1.84.229) (2.42-3.00) (2.88-3.58) (3.52-4.41) (4.04-5.08) (4.58-5.80) (5.12-6.59) (5.87-7.70) (6.48-8.63) 7-day 1.79 2.28 3.01 3.60 4.43 5.12 5.85 8.62 7.73 8.62 (1.60-2.01) (2.04-2.56) (2.68-3.38) (3.19.4.03) (3.91-4.96) (4.49-5.73) (5.08-6.55) (5.71-7.44) (6.56-8.71) (7.24-9.77) 10-day 1.98 2.53 3.33 3.97 4.88 5.62 6.40 7.23 8.40 9.35 (1.77-2.21) (2.26.283) (2.97-3.72) (3.53.4.44) (4.32-5.45) (4.94-6.26) (5.59-7.15) (6.25-8.09) (7.16-9.43) (7.88-10.5) 245 3.15 4.13 4.89 5.92 6.71 7.53 8.36 9A9 104 20-day (2.19-2.74) (2.82.3.52) (3.70-4.62) (4.36-5.46) (5.26-6.60) (5.94-7.49) (6.62-8.43) (7.30-9.38) (8.21.10.7) (8.88-11.7) 2.89 3.71 4.87 5.75 6.96 7.88 8.84 9.81 11.1 12.1 30-day (2.59-3.22) (3.33-4.13) (4.36.5.42) (5.15-6.39) (6.19-7.73) (8.98-8.76) (7.77-9.83) (8.57-10.9) (9.62-12.5) (10.4-13.7) 45-day 3.45 4.44 5.83 6.86 8.24 929 10.3 11.4 12.8 13.9 (3.09-3.85) r (3.97-4.96) (5.21-6.50) (6.12-7.66) (7.31.9.21) (8.21.10.4) (9.10-11.6) (9.96-12.8) (11.1-14.4) (11.9-15.7) 60-day 3.88 5.00 6.55 7.68 9.16 10.3 11.4 12.5 13.9 15.0 (3.48.4.33) (4.48.5.58) (5.86.7.30) (6.85-8.57) (8.15.10.2) (9.09.11.5) (10.0-12.8) (10.9-14.0) (121-15.7) (13.0-17.0) t Precipitation frequency(PF)estirretes in this table are based on frequency analysis of partial duration series(PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for a' given duration and average recurrence interval)w 8 be greater than the upper bound(or less than the lower bound)Is 5%.Esthetes at upper bounds are not checked against probable maximum precipitation(MVP)estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Tgg hdsc.nv.s.roes.goVhdsc/pfds/pfds_printpage.hlml?Iat=33.56BS81arp-111.7085ddata=dept i&units=8rglish8series=pds 1/4 6/23/14 Precipitation Frequency Data Serer NOAA Atlas 14,Volume 1,Version 5 8°'�e ' „°„-� , Location name:Fountain Hills,Arizona,US* ntutli y Latitude:33.5686°, Longitude:-111.7085° 'li Y Elevation:1543 ft* mow ,O'aasN •source:Google Maps POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Pence,Sarah Dietz,Sarah Helm,Lillian Hiner,Kazungu Maitatia,Deborah Martin, Sandra Pavlovic,Mani Roy,Carl Trypaluk Dale Unruh,Fenglin Van,Michael Velda,Tan Zhao, Geoffrey BonnIn,Daniel Brewer,LI-Chuan Chen,Tye Parzybok John Yarchoan NOAA,National Weather Service,Silver Spring,Maryland pFjabular IPF graphical I Maos & aenal6 PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals(in incheslhour)1 Average recurrence Interval (years) Duration( 1 2 5 10 25 50 100 200 500 1000 5-min 2.30 3.00 4.07 4.88 5.99 6.85 I 8.60 9.80 10.7 (1.90-2.89) (248-3.78) (3.34-5.09) (3.97-6.07) (4.80-7.40) (5.41-8.41) (8.58.10.5) (7.31-120) (7.81-13.1) 10-min 1.75 2.29 3.10 3.71 4.56 5.21 5.87 6.55 746 8.15 (1.45-2.20) (1.90-2.87) (2.54-3.87) (3.02-4.62) (3.65-5.63) (4.12-6.40) (4.58-7.19) (5.00-8.01) (5.56-9.11) (5.95-9.96) 15-min 1.45 1.89 2.56 3.07 3.77 4.31 4.86 5.41 8.16 6.73 (1.19-1.82) (1.56-2.38) (2.10-3.20) (2.50-3.82) (3.02-4.66) (3.40.5.29) (3.77-5.95) (4.14-6.62) (4.60-7.53) (4.91-8.23) 30 min 0.976 1.27 1.72 2.07 2.54 2.90 327 3.64 4.15 4.53 (0.804-1.n) (1.05-1.60) (1.41-2.15J (1.68-2.57) (2.03-3.13) (2.29-3.56) (2.54-4.01) (2.79-4.46) (3.09-5.07) (3.31-5.54) 60-min 0.804 0.788 1.07 1 1.28 I 1.57 1.79 2.02 2.25 2.57 2.81 (0.498-0.757) (0.652-0.989)(0.874-1 33) (104-159) (1.26-1.94) (1.42-2.21) (1.57-2.48) (1.72-276) (1.91.3.14) (2.05-3.43) 2 hr 0.345 0446 0.594 0.708 0.862 0.981 1.10 1.23 1.40 1.53 (0.288-0.419) (0.374-0.544) (0.494-0.722)1(0.583-0.859) (0.701.1.04) (0.788-1.19) (0.872-1.33) (0.952.1.48) (1.06-1.68) (1.13-1.85) • 3-hr 0.248 0.317 0.416 0.494 0.603 0.689 0.780 0.875 1.01 1.11 (0.207-0.305) (0.288-0.393) (0.347-0.512) (0.408-0.608) (0.490-0.735) (0.552-0.837) (0.614.0.948) (0.677.1.06) (0.758.1.22) (0.817-1.35) 6-hr 0.149 0.189 0.241 0.283 0.341 0.385 0.432 0.480 0.546 0.599 (0.129-0.177) (0.163-0.224) (0.207-0.286) (0.241-0.334) (0.285-0.399) (0.318-0.450) (0.351-0.507) (0.383-0.563) (0.425-0.641) (0.454-0.704) 12-hr 0.085 0.107 0.134 0.156 0.186 0.209 0.232 0256 0.288 0.313 (0.074-0.098) (0.093-0.124) (0.117.0.156) (0.135.0.180) (0.159-0.214) (0.176-0.240) (0.193-0.267) (0.210-0.294) (0.230-0.333) (0.246-0.365) 24-hr 0.053 0.067 0.086 0.101 0.123 0.139 0.157 I 0.175 0.200 0.219 (0.048-0.059) (0.060-0.075) (0.077-0.097) (0.091.0.114) (0.109-0.137) (0.123.0.156) (0.137.0.175)1(0.151-0.196) (0.171-0.224) (0.185-0.247) 2-day 0.029 0.037 0.049 0.058 0.071 0.081 0.091 0.102 0.118 0.130 (0.026-0.033) (0.034-0.042) (0.044-0.055) (0.052-0.065) (0.062-0.079) (0.071.0.090) (0.079-0.102) (0.088-0.115) (0.100-0.133) (0.109-0.147) 3-day 0.021 0.027 0.035 0,042 0.051 0.059 0.067 0.075 0.087 0.097 (0.019-0.023) (0.024-0.030) (0.031.0.039) (0.037-0.047) (0.045-0.057) (0.052-0.065) (0.058-0.074) (0.065-0.084) (0.074-0.098) (0.081-0.109) 4-day 0.017 0.021 0.028 0.034 0.041 0.048 0.054 0.061 0.072 0.080 (0.015-0.019) (0.019-0.024) (0.025-0.031),(0.030-0.037) (0.037-0.046) (0.042-0.053) (0.048-0.060) (0.053-0.069) (0.061-0.080) (0.068-0.090) 7-day 0.011 0.014 0.018 0.021 0.028 0.030 0.035 0.039 0.048 0.051 (0.010-0.012) (0.012-0.015) (0.016-0.020) (0.019-0.024) (0.023-0.030) (0.027-0.034) (0.030-0.039) (0.034-0.044) (0.039-0.052) (0.043-0.058) 10-day 0.008 0.011 0.014 0.017 0.020 0.023 0.027 0.030 0.035 0.039 (0.007-0.009) (0.009-0.012) (0.012-0.015) (0.015-0.018) (0.018-0.023) (0.021-0.026) (0.023-0.030) (0.026-0.034) (0.030-0.039) (0.033-0.044) 20-day 0.005 0.007 0.009 0.010 0.012 0.014 0.016 0.017 0.020 0.022 (0.005-0.006) (0.006.0.007) (0.008-0.010) (0.009-0.011) (0.011-0.014) (0.012-0.018) (0.014-0.018) (0.015-0.020) (0.017.0.022) (0.019-0.024) 0.004 0.005 0.007 0.008 0.010 0.011 0.012 0.014 0.015 0.017 30-day (0.004-0.004) (0.005-0.006) (0.006-0.008) (0.007-0.009) (0.009-0.011) (0.010-0.012) (0.011-0.014) (0.012-0.015) (0.013-0.017) (0.014-0.019) l ! 45-day 0.003 0.004 0.005 0.008 0.008 0.009 0.010 0.011 0.012 0.013 (0.003-0.004) (0.004-0.005) (0.005-0.006) (0.006-0.007) (0.007-0.009) (0.008-0.010) (0.008-0.011) (0.009-0.012) (0.010-0.013) (0.011-0.015) 60-day 0.003 0.003 0.005 0.005 0.006 0.007 0.008 0.009 0.010 0.010 (0.002-0.003) (0.003-0.004) (0.004.0.005) (0.005-0.006) (0.006-0.007) (0.006-0.008) (0.007-0.009) (0.008-0.010) (0.008-0.011) (0.009-0.012) 1 Precipitation frequency(PF)estimmtes in this table are based on frequency analysis of partial duration series(PDS). 0 Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for a given duration and average recurrence interval)w ill be greater than the upper bound(or less than the lower bound)Is 5%,Estimates at upper bounds are not checked against probable maximum precipitation(MP)estimates and may be higher than currently valid Five values. Please refer to NOAA Atlas 14 document for more information. Beck to Too hdsc.nws.noaa.gmihdsc/pfds/pfds_printpage.htmlAat=33.56868,1on=-111.7085&data=intensity&units=eng Iish&series=pds 1/4 PROJECT: TSC FH CEG# 14-029 PRE.VS. POST DEVELOPMENT CALCULATIONS PRE-DEVELOPMENT Surface Coefficient C 0.65 Hillslopes,Sonoran Desert(Table 3.2) POST DEVELOPMENT Surface Coefficient C 0.95 Commercial (Table 3.2) PRE.VS. POST DEVELOPMENT Surface Coefficient C 0.3 100-hr, 2-hr Rainfall P 2.21 in Area A 148756 sf Calculated Req'd Volume VOLreq'd 8219 cf Required Volume(PAD Plan) VOLreq'd 8000 cf < GOVERNS FIRST FLUSH CALCULATIONS Surface Coefficient C 1.00 100-hr, 2-hr Rainfall P 0.5 in Area A 148756 sf Required Volume VOLreq'd 6198 cf I v 0 111111111111"' .- 0 u V C O N 4, O O 0 O 0 O It > > > O W W W Q u W W 2 W O 0 = OL O> r4 O > c O a a a I- I- * W O W O Q O v C J C J W W 0 0 m m !- vl Col 01 e it cn c cm O 0 r U U U it O O 0 Q O Q O Q O O G > > > u W N W W m v 2 2 O Q J Q J W J CL 0 0 J O Wvo ¢ ~ ti¢ o 'o 0 C J C J Y Q q W Y W C 0 m m F CI 'I WI o x ' O W cc _ O y O O O v U U O 7 O N Cn N N0.Y J O J O J O J O I •"�a Co .-m0 YYY 0 rn� M 0 O o O o LL 0 0 0 0 (j) Q V >YLu Lu Lu 2 Z Z #2 O H O 0 ¢ >` .(Lib w 0rn ; w -J J w o Q CC o— m> Q a s a JZjC Q `u 13 3 J a F W H CC D o N ctDi OF � O0 7 OH •J OH ✓ h 0 pmp o�D itw000 ik W oQ OQ _J CJO Cri CO CJ AL Y0 ✓ O. m W V CO M m W H F u1 O a Z — NI col <I wl W C It m C Z 3 c O `u`u`u O LL rV CI 0 CO CO W ,O) v N O O N V v J O 1X (O CO Z 0 o - 0 `v o m O O O W N w > N. 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New York Avenue, Ste 200 Southern Pines, NC 28387 Prepared by: EN UCG United Civil Group 2803 North 7th Avenue UCG — Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil- unitedcivilgroup.com TRAFFIC IMPACT ANALYSIS FOR Tractor Supply Company Southeast corner of Shea Boulevard and Monterey Drive Fountain Hills, Arizona April 25, 2014 Revised June 27, 2014 Prepared for: Fountain Hills Development Group, LLC 155 W. New York Avenue, Ste 200 Southern Pines, NC 28387 Prepared by: United Civil Group Project Number: TR14031 se a 45640 c) DAVID R. KINNEAR mod. d`P6''.7ned 4.11' 98/ZONA,//ASP Conducted by: EXPIRES 12/31/15 David B. Kinnear, P.E. Project Engineer C INTELLIGENT TRANSPORTATION • TRAFFIC TRANSPORTATION PLANNING • TRAFFIC DATA COLLECTION :..y, 2803 North 7th Avenue UCG sumatem Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 MEM United Civil Group unitedcivilgroup.com TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 2 2.0 INTRODUCTION 4 2.1 CURRENT LAND USE 4 2.2 PROPOSED LAND USE 4 2.3 SITE ACCESS 4 2.4 DEVELOPMENT PHASING AND TIMING 4 Figure 1:Vicinity Map 5 Figure 2:Site Plan 6 3.0 STUDY AREA CONDITIONS 7 3.1 STUDY AREA 7 3.2 PLANNED FUTURE DEVELOPMENTS 7 Figure 3:Aerial View 8 4.0 EXISTING ROADWAY CONDITIONS 9 4.1 PHYSICAL CHARACTERISTICS 9 4.2 INTERSECTION TRAFFIC VOLUMES 10 Table 1: Traffic Volumes 10 4.3 EXISTING LEVEL OF SERVICE 11 Table 2:2014 Existing Conditions Intersection Delay and Levels of Service 11 Figure 4:Existing Geometry 13 Figure 5:Existing Traffic 14 5.0 PROJECTED TRAFFIC 15 5.1 SITE-GENERATED TRAFFIC 15 Table 3: Trip Generation Rates 15 Table 4: Site-Generated Trips 15 Table 5:Tractor Supply Company Trip Generation 16 Table 6:Trip Distribution 16 Figure 6:Site-Generated Traffic 17 5.2 BACKGROUND TRAFFIC 18 Table 7:2015 Background Intersection Delay and Levels of Service 18 Figure 7:Background Traffic-Year 2014 19 5.3 TOTAL TRAFFIC 20 6.0 TRAFFIC IMPACTS AND IMPROVEMENTS 21 6.1 IMPROVEMENTS 21 6.2 SIGHT TRIANGLES 21 Table 8:Intersection Sight Distance with Stop Control on Minor Road 22 6.3 INTERSECTION LEVEL OF SERVICE ANALYSES 22 Table 9: 2015 Total Traffic Intersection Delay and Levels of Service 22 6.4 TRAFFIC SIGNAL WARRANT ANALYSIS 23 Figure 8:Total Traffic-Year 2015 24 7.0 CONCLUSIONS 25 8.0 RECOMMENDATIONS 26 Figure 9:Recommendations 27 9.0 LIMITATIONS .28 10.0 SOURCES 29 TRAFFIC DATA APPENDIX A LEVEL OF SERVICE ANALYSES APPENDIX B STORAGE LENGTH APPENDIX C • UCG mom 1 2803 North 7th Avenue UCG mom Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 1 .0 EXECUTIVE SUMMARY This Traffic Impact Analysis (TIA) was performed for the proposed Tractor Supply Company development located on the southeast corner of Shea Boulevard/Monterey Drive in Fountain Hills, Arizona. This TIA was performed in accordance with the requirements of the Arizona Department of Transportation (ADOT), locally accepted standards, and industry practice. Based on ADOT's Traffic Impact Analysis Guidelines for Proposed Developments (PGP-200-240) dated December 2011, this proposed development is listed as Category I — Small development. The minimum study horizon year as specified by the ADOT guidelines is the opening year, therefore, the study horizon year analyzed in this report is years 2015. The study area as specified by the ADOT guidelines is all site access driveways, adjacent signalized intersections, and/or major unsignalized street intersections. This proposed Tractor Supply Company development will be situated on approximately 4 acres of land, and consists of a proposed 21,700 square foot building. This development will be constructed in one phase with a projected opening year of 2015. One common site access will be constructed and will access Monterey Drive. A summary of the traffic analysis findings are as follows (0, This proposed Tractor Supply Company development will be situated on approximately 4 acres of land, and consists of a proposed 21,700 square foot building. This development will be constructed in one phase with a projected opening year of 2015. In the existing year 2014 condition, the intersection of Shea Boulevard/Monterey Drive operates at an unacceptable level of service, LOS E & F, during the AM, Midday and PM peak hours. The intersection of Shea Boulevard/Monterey Drive is controlled by a two way stop with the control on Monterey Drive, currently. In the existing year 2014 condition, the intersection of Monterey Drive/Firerock Business Center Driveway operates at an acceptable level of service, LOS A, during the AM, Midday and PM peak hours. In the existing year 2014 condition, the intersection of Monterey Drive/Saguaro Boulevard operates at an acceptable level of service, LOS C, during the AM peak hour and a level of service, LOS D, during the Midday and PM peak hours. Once the site is developed and operational, the site is forecast to generate approximately 24 trips in the morning peak hour and 102 trips in the midday and evening peak hours. UCG mom 2 2803 North 7th Avenue UCG — Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil- unitedcivilgroup.com The northwest bound right turn lane on Shea Boulevard should be restriped to accommodate a 250 foot turn lane and an 86 foot taper as shown in Figure 9. If needed to accommodate the additional traffic departing the site, and turning left onto Shea Boulevard, the developer may want to consider adding signage on Shea Boulevard such as a R10-7 "Do Not Block Intersection". Sight triangles should be provided or maintained at site access points to give drivers exiting the site a clear view of oncoming traffic at site access points to give drivers exiting the site a clear view of oncoming traffic. AASHTO Greenbook sight distance values are presented in Table 8. It is recommended to restripe the markings on Monterey Drive, as shown in Figure 9, to accommodate the left-ins into the proposed development. UCG mom 3 iiii� 2803 North 7th Avenue UCG immo Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil unitedcivilgroup.com 2.0 INTRODUCTION This Traffic Impact Analysis was performed for the proposed Tractor Supply Company development located on the southeast corner of Shea Boulevard and Monterey Drive, in Fountain Hills, Arizona. The Tractor Supply Company retained United Civil Group to determine the traffic impacts of the proposed development on the surrounding roadway network using locally accepted standards and industry practice. The proposed development is depicted in Figures 1 and 2. 2.1 CURRENT LAND USE The site which the proposed Tractor Supply Company development will be located is currently undeveloped land. Residential and commercial development currently exists around the proposed site. 2.2 PROPOSED LAND USE The proposed Tractor Supply Company development will be situated on approximately 4 acres of land, and consists of a 21,700 square foot building. 2.3 SITE ACCESS The Tractor Supply Company development will be accessed through the following driveway: • Access A/Monterey Drive 2.4 DEVELOPMENT PHASING AND TIMING The proposed development is anticipated to be constructed in one phase and is expected to open by February, 2015. 11) UCG mom 4 tillibillw r * ga,,,� R. '��,- i IY`iritt l _ '"s` 4 '�ut.. --1-" '' .[w: ____ '""— y'ivu 7+' f gayer$' 8-N�t ' 0 At;•q.fr •cam .,, .,` v- r % .:, • i /-44--rJ,.F.)_t.r s '`tom . ',, M r e•_L,Tt4.` ‘,'4 i. /, r" 4 4 t4`. ``ram' i -yam ,`cr. '<{•.J le\---kN-jr-, __tni i.. .''.°-.-.-.,,'1....s',._,1.,E,„,?.•',.7.1A.i":rk.,.a a',•-,-1.:j`e t .,/--•k,e -t1‘-'P;`., -::.''','i4..,--.".8;1:„I,F.".:.7)'...'..'-'''.',*'','''.C.....b'44.o.',,,--,''n','i, 91 Ar i r t'.1 -,- -, - ii- ,, 4 - z' ; -, 1,'.g, -471,1 1 f I ---,„- .fi . - � 0f y ® �` • q trig:. '_ s aa.Peasl J �i.. Y „f..., -07 ck,Z ,r �' , 41,5k ' "` 1# ivilL 24 ' _ { .. . ' 1.. ' 2.8."-•-• i I .3. 41111111(lek."1114 itillith-1,vill. 6 � t • rotis �` - i ,k E r •\am, r I �am' 3, ; .. . .,, 1,u ..ipv.;'/' .."-X a Ta*r k ' lift, I_ j ,. y 14, 'i1 '' ':'-44., '"*. '�/1 r riJ 1A414 t7i"A r~ ItJf.?lAN " i 87 ,,h,'- _— " .: a t` .ill- If,' �' 3 ram^s rd ""r +I` ,r`N� R tr �uI; N h, r - q tid PIMA ' "' a ,': '_',i,,-.TiA 414;4�h4NDtAN 4 'C - yy(�'rei MUNU1 41,' _ ' not to scale 1 Wide World of Maps,Inc copyright notice and reproduced with permission No.442166 U C G mom Figure 1: Vicinity Map United Civil i jfi Ili IP 4..` • R0*r' • OF°:/ . / . ''''''',..„..,...... .(..,...:".' .... ♦•4 yl'I'l Ildl�I..�`.jjw�` III . ;'.kte -1,4\ ♦ it i y,O"4• •. f"�yy. 11 ♦ ..1l„Id I 11i11lill'I I' x7' "'•� Y 'S i . ti�i/n� '.*�••\\ ......., .... \ %,,,, . 1,''. :..?V.-.f. V, '`.1.517-4/.114,P... •►!.5 .4..- • �'.i'y- 4 .r.�.3♦ ...• '4 • 01 ,fi, g II"ip Y5 Jim { • \ '',, • 1 N not to scale UCG mom Figure 2: Site Plan United Civil 2803 North 7th Avenue UCG - Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 3.0 STUDY AREA CONDITIONS 3.1 STUDY AREA The study area as specified by the ADOT guidelines is all site access driveways, adjacent signalized intersections, and/or major unsignalized street intersections. Therefore, the following intersections were analyzed: • Shea Boulevard/Monterey Drive • Monterey Drive/Firerock Business Center Driveway/Access A • Monterey Drive/Saguaro Boulevard The study area is shown in Figure 3. 3.2 PLANNED FUTURE DEVELOPMENTS United Civil Group is not aware of any planned future developments within the study area. 4111100 • mom UCG 7 '4 , .* t,*,, ,L !` # N 4 "16. mo- ...V4f` & ar (li 1 it v,It♦ 'ttif ♦ .o ,f s '' c r, to.tO not to scale } a o� JP(2-- r 14. r 7 r t tV 410 , • ... ..... ,- l , F-1 # 0 ..A,414 1-(\ ''. ....a.... Permission for commercial use granted by Google Earth UCGI Figure 3: Aerial View United Civil 2803 North 7th Avenue UCG - Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 4.0 EXISTING ROADWAY CONDITIONS The analysis of existing conditions includes the following items: physical characteristics; traffic volumes; and existing-condition capacity analyses. 4.1 PHYSICAL CHARACTERISTICS Shea Boulevard, a principal arterial, is a five lane roadway through the study area with a posted speed limit of 45 mph. Monterey Drive, a minor street, is a two lane roadway through the study area with a posted speed limit of 25 mph. Saguaro Boulevard, a minor arterial, is a four lane roadway through the study area with a posted speed limit of 35 mph. The existing geometry for the all intersection analyzed in this study is as follows: Shea Boulevard/Monterey Drive Northwest bound— 1 left-turn lane, 2 through lanes, 1 right-turn lane C Southeast bound— 1 left-turn lane, 2 through lanes, 1 shared through-right-turn lane Southwest bound— 1 left-turn lane, 1 shared through-right-turn lane Northeast bound— 1 shared left-through-right-turn lane Monterey Drive/Saguaro Boulevard Northeast bound— 1 left-turn lane, 2 through lanes, 1 right-turn lane Southwest bound— 1 left-turn lane, 1 through lane, 1 shared through-right-turn lane Southeast bound— 1 shared left-through-right-turn lane Northwest bound— 1 left-turn lane, 1 shared through-right-turn lane Monterey Drive/Fire rock Business Center Driveway Northwest bound— N/A Southeast bound— 1 shared left-right-turn lane Northeast bound— 1 left-turn lane, 1 through lane Southwest bound— 1 shared through-right-turn lane Figure 4: Existing Geometry — Year 2014 graphically depicts the existing geometry for the study area intersection. Elmo UCG 9 2803 North 7th Avenue UCG - Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 4.2 INTERSECTION TRAFFIC VOLUMES UCG collected turning movement counts at the intersections of Shea Boulevard/Monterey Drive, Monterey Drive/Firerock Business Center Driveway and Monterey Drive/Saguaro Boulevard. The turning movement counts were collected on Wednesday, April 9, 2014, in 15-minute intervals during the AM, midday and PM peak hours. The AM peak hours counted were 7:00am to 9:00am, the midday peak hours counted were 11:00am to 1:00pm and the PM peak hours counted were 4:00pm to 6:00pm. For the study area intersection of Shea Boulevard/Monterey Drive, the morning peak hour was found to be between 7:15am and 8:15am with 1,780 vehicles entering the intersection. The midday peak hour was between 11:30am and 12:30pm with 1,464 vehicles entering the intersection. The evening peak hour was between 4:45pm and 5:45pm with 2,064 vehicles entering the intersection. For the study area intersection of Monterey Drive/Firerock Business Center Driveway, the morning peak hour was found to be between 8:00am and 9:00am with 78 vehicles entering the intersection. The midday peak hour was between 11:30am and 12:30pm with 107 vehicles entering the intersection. The evening peak hour was between 4:15pm and 5:15pm with 124 vehicles entering the intersection. For the study area intersection of Monterey Drive/Saguaro Boulevard, the morning peak hour was found to be between 8:00am and 9:00am with 1,115 vehicles entering the intersection. The midday peak hour was between 11:15am and 12:15pm with 1,270 vehicles entering the intersection. The evening peak hour was between 4:00pm and 5:00pm with 1,355 vehicles entering the intersection. UCG also collected 48-hour volumes for the Town of Fountain Hills in February, 2014, using pneumatic tube counters, on Shea Boulevard east of Monterey Drive and on Monterey Drive east of Saguaro Boulevard. Table 1: Traffic Volumes shows the existing traffic volumes for each location. TABLE 1: TRAFFIC VOLUMES EB EB WB WB Location 1st 24 2nd 24 1st 24 2nd 24 Hours Hours Hours Hours Shea Boulevard southeast of Monterey Drive 11,493 11,577 11,083 11,191 Monterey Drive east of Saguaro Boulevard 426 458 466 469 The resulting turning movement volumes and 24-hour volume counts are presented in Figure 5 — Existing Traffic — Year 2014. Traffic volume data can be found in Appendix A: Traffic Counts. L. UCG 10 2803 North 7th Avenue UCG mom Phoenix AZ 85007 11Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 4.3 EXISTING LEVEL OF SERVICE The levels of service at the existing study intersections were evaluated using the 2014 lane geometry and intersection volumes, as presented in Figure 4 and 5. PTV Vistro traffic modeling software, employing the methodologies as presented in the Highway Capacity Manual, (HCM) 2010, was utilized for the capacity analysis to obtain the existing conditions levels of service and average delay. Summaries of the PTV Vistro output calculations are included in Appendix B: Capacity Analyses. The results of the existing levels of service are presented in Table 2: 2014 Existing Conditions Intersection Delay and Levels of Service, and are shown on Figure 4. TABLE 2:2014 EXISTING CONDITIONS INTERSECTION DELAY AND LEVELS OF SERVICE Intersection Location NEB SWB NWB SEB Intersection (Delay/LOS) (Delay/LOS) (Delay/LOS) (Delay/LOS) (Delay/LOS) Shea Boulevard/Monterey Drive-Unsignalized AM Peak Hour 52.02 F 48.70 E 9.79 A 9.42 A 52.02 F Midday Peak Hour 37.14 E 32.22 D 9.19 A 8.77 A 37.14 E PM Peak Hour 92.26 F 71.56 F 10.59 A 9.92 A 92.26 F Monterey Drive/Firerock Business Center Driveway-Unsignalized AM Peak Hour 7.30 A 0.00 A - 9.00 A 9.00 A Midday Peak Hour 7.30 A 0.00 A - 9.19 A 9.19 A PM Peak Hour 7.30 A 0.00 A - 9.23 A 9.23 A Monterey Drive/Saguaro Boulevard-Unsignalized AM Peak Hour 8.72 A 8.26 A 22.31 C 22.75 C 22.75 C Midday Peak Hour 8.80 A 8.66 A 26.63 D 27.10 D 27.10 D PM Peak Hour 8.60 A 9.23 A 30.04 D 30.62 D 30.62 D Delay and LOS is based on the worst movement, not the entire approach or intersection for non-signalized intersections. As can be seen in Table 2, the intersection of Shea Boulevard/Monterey Drive currently operates at unacceptable levels of service, LOS E & F, during the AM, Midday and PM peak hours. Due to the minor leg left-turning movements on Monterey Drive having LOS F & E, the entire intersection is reported as LOS F even though the major leg (Shea Boulevard) is forecasted to be LOS A and experience negligible delay. Left-turning movements on stop-controlled minor roads and driveways that intersect with major streets typically experience unacceptable levels of service for short periods of time in the peak hours due to minimal gaps available on the major street creating a greater average total delay for the minor movements, while the free-flowing major streets experience minimal delay. To account for minor queuing on the minor legs due to the lack of gaps that may occur from time to time, site accesses should be designed with adequate throat lengths to prevent on-site blockages, which may lead to issues on sta.. simm UCG mom 11 2803 North 7th Avenue UCG Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil unitedcivilgroup.com the adjacent roadways. All site accesses driveways shall be provided with a throat length of at least 50 feet. L mom UCG 12 A. / LIP, -c'\\;\ eh/ 6 . , /// / '/ / i. dasy \ � . / / F9 \\ B, \\ p0` / \\ 1/P., +0,,, \ 0P PF / \\ \ \ O\ � /3 „,a S 5 5.•o 13 ill A„ 0 As s� A,�Ai O 1. <(‘94. ��` ay a 2 1 N ' .li) not to scale III UCG Figure 4: Existing Geometry -Year 2014 mem United Civil Group 0 e ic 7 7 /6 Cs/Of l q, A ,mob ($ b O -13 OA a 4> "o %s s co l 0,.• 4110 LA \ ^,\ tS �y A4.;N.1l 79 `0 �jq V\A P4P� P\ o�ti�,oQ\ o\ lj6 l� ryp\`,y\ l6s V\I‘ /F'I/A �l\A`, R ,ism . qO N —LEGEND 4 XX[XX](XX) AM[Mid-Day](PM) Peak Hour Traffic VolumeCi) Level of Service not to scale UCG Figure 5: Existing Traffic-Year 2014 MOM United Civil Group 2803 North 7th Avenue UCG Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 5.0 PROJECTED TRAFFIC 5.1 SITE-GENERATED TRAFFIC Estimates of the traffic volumes that will be generated by the proposed Tractor Supply Company were determined from transportation planning data taken from the Institute of Transportation Engineers (ITE) publication titled Trip Generation, 9th Edition, 2012. The ITE rates are based on studies that measure trip generation characteristics for various types of land uses. The rates are expressed in terms of trips per unit of land use type. For the Tractor Supply Company retail store, the most similar land use code was determined to be ITE Code 816 — Hardware/Paint Store. Table 3: ITE Trip Generation presents the forecasted weekday vehicle trips generated by the Tractor Supply Company as estimated by the Trip Generation manual. The proposed development will consist of one 21,700 square foot building. The rates shown in Table 3 were used to project the trip generation for the proposed development. The resulting vehicle trips that will be generated by the proposed development are presented in Table 4. (row TABLE 3: TRIP GENERATION RATES ITE Trip Generation Rate ITE Land Use Land Use Daily AM Peak Midday & PM Peak Code Hardware/Paint 816 51.29 x(1,000 Sq. Ft) 1.08 x(1,000 Sq. Ft) 4.84 x(1,000 Sq. Ft) Store 50% enter, 50%exit 50%enter, 50%exit 47%enter,53%exit TABLE 4: SITE-GENERATED TRIPS AM Peak Midday& PM Peak Land Use Units Size Daily in out total in out total Hardware/Paint Store 1,000 Sq. 21.7 1,078 12 12 24 48 54 102 Ft The Tractor Supply Company has over 1,100 locations throughout the United States, similarly sized to the proposed store. Utilizing information from their other retail stores, they have provided information related to their average customer traffic at any average location. The customer traffic information and associated forecasted trip generation is provided in Table 5: Tractor Supply Company Trip Generation. mum UCG mom 15 2803 North 7th Avenue UCG Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil- unitedcivilgroup.com TABLE 5: TRACTOR SUPPLY COMPANY TRIP GENERATION Daily Customers Daily Trips Peak Hours Peak Hour Peak Hour Customers Trips Weekdays 200-250 400-500 11 AM — 1 PM & 25-50 50-100 5PM —8PM Weekends 250-400 500-800 All Day Saturday 35-55 70-110 The forecasted trip generation numbers in Table 4 and Table 5 are relatively equal. Due to their similarities, the Hardware/Paint Store trip generations will be used for the peak hour volumes for the subsequent analysis in this report. The distribution of site-generated trips from origins and to destinations outside the study area is shown in Table 6. The trip distribution percentages were estimated based on factors affecting travel patterns outside the study area including: the roadway network, places of employment, surrounding retail, and residential populations. TABLE 6: TRIP DISTRIBUTION Trip Distribution Percentage Origin/Destination Arriving From Departing To Shea Boulevard northwest of Monterey Drive 65% 65% Shea Boulevard southeast of Monterey Drive 15% 15% Saguaro Boulevard northeast of Monterey Drive 20% 20% Total 100% 100% Within the study area, the site-generated trips were routed to and from the above origins and destinations based on the likely travel patterns into and out of the site driveways. AM, Midday and PM peak-hour site-generated traffic volumes at each study intersection are shown on Figure 6. mom UCG immo 16 o' '1111r ti plp °`,,°c�o e- p ,af�' o, J O\�O Ol off'O\� . c,-'- cD P O Ill .cam. 64 Of* 4.47 10s sC' 6,0 0 ',sew sy tzy1%/i'e o\ o C loo�o R l 9���a C)O�i j' .71 ♦C ,\3y1 IC RJ '%rt co �% Off,lv `0 `O\ �, `ItOI O`O\l`O\1, % O ,-`t le\ os% `ass aZo-l.' 9 t goo eN —LEGEND 's-t- XX[XX](XX) AM[Mid-Day](PM) Peak Hour Traffic VolumeCh) 4# Trip Distribution Percentage not to scale Lir III UCG ii Figure 6: Site Generated Traffic and Distribution United Civil MIMI 2803 North 7th Avenue UCG Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil unitedcivilgroup.com 5.2 BACKGROUND TRAFFIC The background traffic represents the projected future traffic volumes without the traffic generated by proposed development. An annual growth rate of 2% per year was applied to the existing traffic to estimate ambient traffic growth as a result of future development. The background traffic for year 2015 is presented in the following table and in Figure 7. TABLE 7::2015 BACKGROUND INTERSECT/ON DELAYAND LEVELS OF SERVICE Intersection Location NEB SWB NWB SEB Intersection (Delay/LOS) (Delay/LOS) (Delay/LOS) (Delay/LOS) (Delay/LOS) Shea Boulevard/Monterey Drive-Unsignalized AM Peak Hour 55.55 F 50.85 F 9.87 A 9.56 A 55.55 F Midday Peak Hour 39.53 E 33.37 D 9.25 A 8.87 A 39.53 E PM Peak Hour 101.39 F 75.77 F 10.70 A 10.09 A 101.39 F Monterey Drive/Firerock Driveway- Unsignalized AM Peak Hour 7.30 A 0.00 A - 9.00 A 9.00 A Midday Peak Hour 7.30 A 0.00 A - 9.21 A 9.21 A PM Peak Hour 7.30 A 0.00 A - 9.24 A 9.24 A Monterey Drive/Saguaro Boulevard- Unsignalized AM Peak Hour 8.76 A 8.28 A 22.82 C 23.28 C 23.28 C Midday Peak Hour 8.84 A 8.70 A 27.42 D 27.91 D 27.91 D PM Peak Hour 8.63 A 9.29 A 30.95 D 31.56 D 31.56 D Delay and LOS is based on the worst movement, not the entire approach or intersection for non-signalized intersections. UCG mom 18 Ler 4') 11 ‘ /b�,ti 8l y / O eo2j S NC o- gP 111 111 5. .o. ^o <cbs�0 A, sC A, �`A S Addy .`4,. m� 7A� \r./Fy`iGa / 2J � P,\P, 0 <I, 'i y 1`ay9'A,S 1 )Ny�^,�,' fofi:-. q`, —LEGEND XX[XX](XX) AM[Mid-Day](PM) Peak Hour Traffic Volume ® Level of Service not to scale 1111.11.1 Slaw UCG Figure 7: Background Traffic- 2015 United Civilimi MUM 2803 North 7th Avenue UCG mom Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 5.3 TOTAL TRAFFIC The total traffic represents the projected future traffic volumes which includes the traffic generated by proposed development. The total traffic for year 2014 is presented in Figure 8. Total traffic is calculated by adding the site-generated traffic in Figure 6 to the year 2015 background traffic in Figure 7. L UCGommil 20 2803 North 7th Avenue UCG Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 6.0 TRAFFIC IMPACTS AND IMPROVEMENTS This section identifies impacts on the study intersections by the projected future traffic and the recommended improvements to mitigate those impacts. 6.1 IMPROVEMENTS Based on conversations with the Town of Fountain Hills engineering staff, the intersection of Shea Boulevard/Saguaro Boulevard will be having a major upgrade this year. However, this intersection was not analyzed for this study. There is an existing right-turn lane off of Shea Boulevard into the proposed development, which will be closed off and not used. The northwest bound right turn lane on Shea Boulevard should be restriped to accommodate a 250 foot turn lane and an 86 foot taper as shown in Figure 9. See Appendix C for storage length calculations. If needed to accommodate the additional traffic departing the site, and turning left onto Shea Boulevard, the developer may want to consider adding signage on Shea Boulevard such as a R10-7 "Do Not Block Intersection". 6.2 SIGHT TRIANGLES Sight triangles be provided and maintained at site access points to give drivers exiting the site a clear view of oncoming traffic on Monterey Drive. The landscape and hardscape within the sight triangles must not obstruct the driver's view of the adjacent travel lanes. After a vehicle has stopped at an intersection, the driver must have sufficient sight distance to make a safe departure through the intersection area. The minimum intersection sight distances with stop control on the minor road approach and grades of 3 percent or less are presented in Table 8: Intersection Sight Distance with Stop Control on the Minor Road. Cisy. mom UCG mom. 21 2803 North 7th Avenue UCG Phoenix AZ 85007 1111 Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com TABLE 8:INTERSECTION SIGHT DISTANCE WITH STOP CONTROL ON MINOR ROAD Design Speed(MPH) 25 30 35 40 45 50 55 60 65 70 Turning Right- Looking Left(Feet) 240 290 335 385 430 480 530 575 625 ` 70 Crossing One Lane 280 335 390 445 500 555 610 665 720 775 Crossing Two Lanes Turning Left- Looking Right (Feet) 295 355 415 475 530 590 650 710 765 825 Crossing Three Lanes 315 375 440 500 565 625 690 750 815 875 Source: Geometric Design of Highways and Streets,AASHTO,2011. Grades 3%or less. To ensure adequate sight distances and sight distance triangles, the AASHTO Geometric Design of Highways and Streets manual, 2011, should be followed when designing the accesses and landscaping. 6.3 INTERSECTION LEVEL OF SERVICE ANALYSES The analysis of future level of service (LOS) provides a measure of the future impacts due to background traffic growth and additional traffic from the proposed development. The Highway Capacity Manual level of service methodology was (my applied to the study intersections using the future recommended lane geometry, traffic control, and traffic volumes. The projected total traffic level of service is presented in the following table and in Figure 8. Details of the level of service analysis are provided in Appendix B. TABLE 9: 2015 TOTAL TRAFFIC INTERSECTION DELAY AND LEVELS OF SERVICE Intersection Location NEB SWB NWB SEB Intersection (Delay/LOS) (Delay/LOS) (Delay/LOS) (Delay/LOS) (Delay/LOS) Shea Boulevard/Monterey Drive-Unsignalized!. AM Peak Hour 56.82 F 52.44 F 9.87 A 9.54 A 56.82 F Midday Peak Hour 46.50 E 37.39 E 9.25 A 8.97 A 46.50 E PM Peak Hour 126.52 F 92.80 F 10.70 A 10.27 A 126.52 F Monterey Drive/Firerock Business Center Driveway/Access A- Unsignalized AM Peak Hour 7.30 A 7.26 A 9.62 A 9.63 A, ' 9.63 A Midday Peak Hour 7.30 A 7.38 A 10.30 B 10.18 B 10.30 B PM Peak Hour 7.30 A 7.40 A 10.30 B 10.21 B 10.30 B Monterey Drive/Saguaro Boulevard-Unsignalized AM Peak Hour 8.76 A 8.29 A 22.97 C 23.42 C 23.42 C Midday Peak Hour 8.84 A 8.74 A 28.37 D 28.81 D 28.81 D PM Peak Hour 8.63 A 9.34 A 32.1 1 D 32.68 D 32.68 D Delay and LOS is based on the worst movement, not the entire approach or intersection for non-signalized intersections. (11., UCG miNEN 22 2803 North 7th Avenue UCG Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil- unitedcivilgroup.com 6.4 TRAFFIC SIGNAL WARRANT ANALYSIS A traffic signal warrant was conducted for the intersection of Shea Boulevard/Monterey Drive as can be seen in the Vistro output summaries in Appendix B. Based on the analysis, a traffic signal is not warranted at this time. mom UCG Nom 23 0 <.,n� \6//b rye\ 12 o ro P� o cJ �P 0 ?A ill •••A ^o C* 4,. PS S c0 oe A41: i. titi` r `e\ r�?, \hh, ) PRJ\v,3,b. �l�O> ,y0\ IB�j�a>' R�/'LtiL`'Lb1O`,yb:4.,..`q VR Q ssF s �'S1 , J''610 q`1 N —LEGEND XX[XX](XX) AM[Mid-Day](PM) Peak Hour Traffic Volume ® Level of Service not to scale (Ow Ill UCG Figure 8: Total Traffic- 2015 United Civil Group 2803 North 7th Avenue UCG Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil- unitedcivilgroup.com 7.0 CONCLUSIONS This proposed Tractor Supply Company development will be situated on approximately 4 acres of land, and consists of a proposed 21,700 square foot building. This development will be constructed in one phase with a projected opening year of 2015. In the existing year 2014 condition, the intersection of Shea Boulevard/Monterey Drive operates at an unacceptable level of service, LOS E & F, during the AM, Midday and PM peak hours. The intersection of Shea Boulevard/Monterey Drive is controlled by a two way stop with the control on Monterey Drive, currently. In the existing year 2014 condition, the intersection of Monterey Drive/Firerock Business Center Driveway operates at an acceptable level of service, LOS A, during the AM, Midday and PM peak hours. In the existing year 2014 condition, the intersection of Monterey Drive/Saguaro Boulevard operates at an acceptable level of service, LOS C, during the AM peak hour and a level of service, LOS D, during the Midday and PM peak hours. (hr Once the site is developed and operational, the site is forecast to generate approximately 24 trips in the morning peak hour and 102 trips in the midday and evening peak hours. The northwest bound right turn lane on Shea Boulevard should be restriped to accommodate a 250 foot turn lane and an 86 foot taper as shown in Figure 9. If needed to accommodate the additional traffic departing the site, and turning left onto Shea Boulevard, the developer may want to consider adding signage on Shea Boulevard such as a R10-7 "Do Not Block Intersection". (lisw UCG E 25 2803 North 7th Avenue UCG 11111111111 Phoenix AZ 85007 - Tel 602-265-6155 Fax 602-265-6171 United Civil Group unitedcivilgroup.com 8.0 RECOMMENDATIONS Due to the very low number of additional trips generated, the proposed development will have a negligible effect on the surrounding roadway network; therefore no improvements are needed at this time. Sight triangles should be provided or maintained at site access points to give drivers exiting the site a clear view of oncoming traffic at site access points to give drivers exiting the site a clear view of oncoming traffic. AASHTO Greenbook sight distance values are presented in Table 8. It is recommended to restripe the markings on Monterey Drive, as shown in Figure 9, to accommodate the left-ins into the proposed development. L UCG mme 26 1 0 .. ^P ^o cf P,1 SCs P, . `.?i, ‘\\ /7\ 0\7( \\\ y \ 90P s s9 \ \\ C \\ \\ \\ \ \\ \ SO, \\ \ \ 't‘ \: \\ \\ \ \\ \ \ \ \\ \ �6' \ \r. .\ \\ V , \\ \.° N \\ \ \\ \ \\ \\ not to scale UCG Figure 9: Recommendations ii United Civil Group 2803 North 7th Avenue UCG mom Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil unitedcivilgroup.com 9.0 LIMITATIONS Our professional services have been performed using that degree of skill ordinarily exercised, under similar circumstances, by reputable transportation engineering firms practicing in this locality. No other warranty, expressed or implied, is made. The contents of this report are intended for the sole use of the addressee and his/her designees. In completing this report, data was obtained from a variety of sources which were assumed reliable and accurate (i.e. City, County, State and Federal sources). Should deviations from this report be noted, this firm shall be contacted for review of the area of concern. A reasonable attempt was made to acquire recent traffic impact studies, traffic projections and/or data that may be helpful in more accurately projecting traffic volumes. United Civil Group is not responsible for incorporating data made available after this document has been finalized. This report is issued with the understanding that it is the responsibility of the owner to see that its findings are carried out or brought to the attention of those concerned. In the event that any changes to the proposed project are made, the findings of this report shall be subject to review and may require modification or addendum. 410.- Nom UCComm 28 2803 North 7th Avenue UCG mom Phoenix AZ 85007 Tel 602-265-6155 Fax 602-265-6171 United Civil unitedcivilgroup.com 10.0 SOURCES Public Works and Engineering Standards and Details, Town of Gilbert, 2009. A Policy on Geometric Design of Highway and Streets, AASHTO, 2011 Highway Capacity Manual, Transportation Research Board, 2010. Manual on Uniform Traffic Control Devices, Federal Highway Administration, 2009. MCDOT Roadway Design Manual, 2011. Traffic Engineering Handbook 5th Ed., Institute of Transportation Engineers, 1999. Trip Generation, 9th Edition. Institute of Transportation Engineers, 2012. mom �.. UCG mem 29 APPENDIX A Traffic Counts 0 C Y W O M N 0 Y t- ar .-i a N a-1 Y LID a Cr A A = a CO LID Cl r-I0 M M l0 N lD A01 V 0 0 n n n lO LO ! 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UI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .,U.. NO U C al (I, 1-4 i O N '� N 3 _ U U1 3 APPENDIX B Capacity Analyses 0 0 Generated with VISTRO ®- Ni,„. Version 2.00-08 1{fa Vistro File: K:\...\Tractor Supply.vistropdb Scenario 1: Existing AM Report File: K:\...\01 - Existing AM.pdf 6/26/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.034 52.0 F Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 SEBL 0.002 9.0 A Driveway 3 Monterey Drive& Saguaro Two-way stop HCM2010 SEBT 0.005 22.8 C Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. lokir- Existing AM nom Generated with MI VISTRO illimm Version 2.00-08 United Civil Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 52.0 Analysis Method: HCM2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.034 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration .+ I I► i i 1 r i 111' Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100-00 1100.00 1100.00 100.00 100.00 100.00 125.00 1100.00 1150.00 200.00 100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 17 3 9 22 2 18 20 803 6 11 801 68 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 0.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 1 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 00 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 17 3 9 22 2 18 20 803 6 11 801 68 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 4 1 2 6 1 5 5 201 2 3 200 17 Total Analysis Volume[veh/h] 17 I 3 I 9 22 I 2 I 18 20 I 803 I 6 11 I 801 I 68 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 Existing AM corGenerated with GM VISTRO ®� Version 2.00-08 United Civil Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.15 0.03 0.02 0.19 0.02 0.03 0.03 0.01 0.00 0.01 0.01 0.00 d_M,Delay for Movement[s/veh] 44.21 52.02 17.73 42.83 48.70 11.57 9.79 0.00 0.00 9.42 0.00 0.00 Movement LOS E F C E E B A A A A A A-1 95th-Percentile Queue Length[veh] 0.73 0.73 0.73 0.66 0.17 0.17 0.08 0.00 0.00 0.04 0.00 0.00 95th-Percentile Queue Length[ft] 18.33 18.33 I 18.33 16.48 I 4.27 I 4.27 2.00 I 0.00 I 0.00 1.01 0.00 0.00 d_A,Approach Delay[s/veh] 36.80 29.71 0.24 0.12 Approach LOS E D A A d_l,Intersection Delay[s/veh] 1.47 Intersection LOS F (Pr Existing AM Generated with mg VISTRO ®� Version 2.00-08 United Civil Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.0 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.002 Intersection Setup Name Monterey Drive Monterey Drive Firerock Driveway Approach Northeastbound Southwestbound Southeastbound Lane Configuration I♦ 1- it Turning Movement Left Thru Thru Right Left 1 Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 0 0 Pocket Length[ft] 30.00 I 100.00 100.00 I 100.00 100.00 I 100.00 Speed[mph] 25.00 25.00 15.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no yes Volumes Name Monterey Drive Monterey Drive Firerock Driveway Base Volume Input[veh/h] 20 12 23 7 2 14 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 20 12 23 7 2 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 3 6 2 1 4 Total Analysis Volume[veh/h] 20 I 12 23 I 7 2 I 14 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 L Existing AM Generated with ing VISTRO ®car � Version 2.00-08 United Civil crop Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] 0 0 0 Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.00 0.00 0.01 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 0.00 9.00 8.49 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.04 0.00 0.00 0.00 0.05 0.05 95th-Percentile Queue Length[ft] 0.96 I 0.00 0.00 0.00 1.18 I 1.18 d_A,Approach Delay[s/veh] 4.56 0.00 8.55 Approach LOS A A A d_l,Intersection Delay[s/veh] 3.63 Intersection LOS A L L Existing AM Generated with Mg VISTRO ®- Version 2.00-08 United Civil Group Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 22.8 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity(v/c): 0.005 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration i I I r 4.11h i ♦, Turning Movement Left Thru Right Left Thru Right Left Thrur Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 100.00 1100.00 100.00 1100.00 100.00 100.00 1100.00 1100.00 100.00 1100.00 100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 9 427 3 21 591 5 9 0 26 8 1 15 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 9 427 3 21 591 5 9 0 26 8 1 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 107 1 5 148 1 2 0 7 2 0 4 Total Analysis Volume[veh/h] 9 I 427 I 3 21 I 591 I 5 9 I 0 I 26 8 I 1 I 15 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 L Existing AM Generated with Ei111 VISTRO ®- Version 2.00-08 United Civil Group Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.02 0.01 0.00 0.03 0.00 0.03 0.03 0.00 0.02 d_M,Delay for Movement[s/veh] 8.72 0.00 0.00 8.26 0.00 0.00 18.74 22.31 9.70 20.99 22.75 10.74 Movement LOS A A A A A A C C A C C B 95th-Percentile Queue Length[veh] 0.03 0.00 0.00 0.06 0.00 0.00 0.10 0.10 0.10 0.19 0.19 0.19 95th-Percentile Queue Length[ft] 0.70 I 0.00 I 0.00 1.42 I 0.00 I 0.00 2.57 I 2.54 I 2.54 4.81 I 4.81 I 4.81 d_A,Approach Delay[s/veh] 0.18 0.28 12.03 14.66 Approach LOS A A B B d_l,Intersection Delay[s/veh] 0.92 Intersection LOS C L' Existing AM Generated withlari VISTRO ®- illsr Version 2.00-08 1n1e°`'"'- Traffic Volume-Future Total Volume • Sf * :,:8,4'41'''S.,,,,'4:1 i i' 4 * 1 V j ri, � .40 .' . ...) . .4, . 00. ". , ♦ ti x L 0 C.) cP0', 7,3 '‘ (:-.5:-: 43 N. )\ •/( ) / )\4 4 ,:. ,,.,2 ,..,4 ....,_ )/ b,‘) i _\ ,,, ee �ti 1, atio 90 10 0 Existing AM Generated with 1211 VISTROIMI Cy Version 2.00-08 ulnedaM Traffic Conditions .iltlfl a,. 3�.y.. a 5 ii �y..� tl!D fir:A+.1.t s+{ 1,4 r %" J is { § gib. F It 'P.* "fart ♦ Ilw () Day:52/ ,•,.._, 7.7.---:* Delay:9.00 () ay:22.75 LOS: F LOS:A LOS: C Nk/C:0.034 V/C:0.002 It V/C:0.005 N/,...:,...1._,4, \( / C Existing AM thi Generated with VISTRO ®� Version 2.00-08 u aEaci Vistro File: K:\...\Tractor Supply.vistropdb Scenario 2: Existing MID Report File: K:\...\02 - Existing MID.pdf 4/25/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.014 37.1 E Drive 2 Monterey Drive& Firerock Two-way stop HCM2010 SEBL 0.002 9.2 A Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.012 27.1 D Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. low Existing Midday Generated with mg VISTRONg IIIIIMI Iiiii.Version 2.00-08 United Civil Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 37.1 Analysis Method: HCM2010 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity(v/c): 0.014 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration + ill i i i r i i i 10 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100 00 1 100.00 1100.00 100.00 100.00 1100.00 125.00 1100.00 1150.00 200.00 100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 1 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 37 2 12 18 2 22 14 572 26 33 641 85 kir Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 0.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 37 2 12 18 2 22 14 572 26 33 641 85 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 9 1 3 5 1 6 4 143 7 8 160 21 Total Analysis Volume[veh/h] 37 I 2 I 12 18 I 2 I 22 14 I 572 I 26 33 I 641 I 85 Pedestrian Volume[ped/h] 0 a 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 (Iihr Existing Midday Generated with mg VISTRO sr 4., Version 2.00-08 United Civil Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.23 0.01 0.02 0.10 0.01 0.03 0.02 0.01 0.00 0.03 0.01 0.00 d_M,Delay for Movement[s/veh] 33.37 37.14 17.00 26.13 32.22 10.40 9.19 0.00 0.00 8.77 0.00 0.00 Movement LOS D E C D D B A A A A A A 95th-Percentile Queue Length[veh] 1.00 1.00 1.00 0.31 0.14 0.14 0.05 0.00 0.00 0.10 0.00 0.00 95th-Percentile Queue Length[ft] 24.96 I 24.96 124.96 7.81 3.60 3.60 1.22 I 0.00 I 0.00 2.59 I 0.00 I 0.00 d_A,Approach Delay[s/veh] 29.67 18.18 0.21 0.38 Approach LOS D C A A d_l,Intersection Delay[s/veh] 1.84 Intersection LOS E C 41111110 Existing Midday Generated with MI VISTRO ®- Version 2.00-08 United Civil Group Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.2 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.002 Intersection Setup Name Monterey Drive Monterey Drive Firerock Driveway Approach Northeastbound Southwestbound Southeastbound Lane Configuration 11 I♦ I I Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 0 0 Pocket Length[ft] 30.00 I 100.00 100.00 I 100.00 100.00 100.00 Speed[mph] 25.00 25.00 15.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no yes Volumes Name Monterey Drive Monterey Drive Firerock Driveway Base Volume Input[veh/h] 25 36 19 4 2 23 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 25 36 19 4 2 23 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 6 9 5 1 1 6 Total Analysis Volume[veh/h] 25 I 36 19 I 4 2 I 23 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 Existing Midday Generated with 1211 VISTRO ®_. LVersion 2.00-08 United Civil Group Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] 0 0 0 Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.00 0.00 0.00 0.00 0.02 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 0.00 9.19 8.49 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.00 0.07 0.07 95th-Percentile Queue Length[ft] 1.20 0.00 0.00 I 0.00 1.85 I 1.85 d_A,Approach Delay[s/veh] 2.99 0.00 8.55 Approach LOS A A A d_I,Intersection Delay[s/veh] 3.63 Intersection LOS A (1., 1 L. Existing Midday Generated with Eall VISTRO Nillii NW FirmVersion 2.00-08 United Civil Group Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 27.1 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity(v/c): 0.012 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound♦ Southwestbound Northwestbound Southeastbound Lane Configuration 1 I I r I i 1* i F .1► Turning Movement Left Thru, Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 100.00 1100.00 100.00 1100.00 100.00 100.00 1100.00 1100.00 100.00 100.00 1100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 7 545 11 28 618 5 5 0 33 3 2 13 fillkilor Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 7 545 11 28 618 5 5 0 33 3 2 13 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 136 3 7 155 1 1 0 8 1 1 3 Total Analysis Volume[veh/h] 7 545 11 28 618 I 5 5 I 0 I 33 3 2 I 13 Pedestrian Volume[ped/h] 0 1 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 0 Existing Midday Generated with pa VISTRO ®� Ler Version 2.00-08 United Civil Group Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.01 0.00 0.03 0.01 0.00 0.02 0.00 0.05 0.02 0.01 0.02 d_M,Delay for Movement[s/veh] 8.80 0.00 0.00 8.66 0.00 0.00 22.40 26.63 10.20 23.90 27.10 10.71 Movement LOS A A A A A A C D B C D B 95th-Percentile Queue Length[veh] 0.02 0.00 0.00 0.09 0.00 0.00 0.07 0.14 0.14 0.15 0.15 0.15 95th-Percentile Queue Length[ft] 0.55 0.00 I 0.00 2.14 0.00 I 0.00 1.81 I 3.57 I 3.57 3.64 I 3.64 3.64 d_A,Approach Delay[s/veh] 0.11 0.37 11.81 14.73 Approach LOS A A B B d_l,Intersection Delay[s/veh] 0.80 Intersection LOS D Cr L Existing Midday Generated with VISTRO ®� Version 2.00-08 United CM Group Traffic Volume-Base Volume �� CI . 1slim , 't r 3 I1 f L (:),* 0 0 R\ ,.1, ;�r'6, ,fro �`�,� 3,0 vT) ID Existing Midday Generated with GE VISTRO ®� Lir Version 2.00-08 United Cvd Group Traffic Conditions 11 IF wow V, A a slaw k 3 -.,. ' 4 r . v i ' '`.` ,,4 (1109 (71,19 )\ 4.1 0 t,._./'--'---.''.....‘‘'\\\ 7 7 1;...'---,,._,.-----, 1 I,6.,3.------.."'-'.',,N\\,\\ •Kil I r 1 I t"-—":„ Delay:37.14 ( (' eIay:9.19 Delay:27.10 LOS: E LOS:A LOS: D Nit�/C: 0.014 15 V/C:0.002 v5 V/C:0.012 l______2 _ ,v Existing Midday Generated with Mg VISTRO ®� Version 2.00-08 ""1etlOv1- Vistro File: K:\...\Tractor Supply.vistropdb Scenario 3: Existing PM Report File: K:\...\03- Existing PM.pdf 4/25/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.036 92.3 F Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 SEBL 0.008 9.2 A Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.000 30.6 D Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. 41,0 Existing PM Generated withraj VISTRO ®- tr, Version 2.00-08 United Civil Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 92.3 Analysis Method: HCM2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.036 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration + 4 F ,I I r "III}. Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100 00 100.00 1100.00 100.00 1100.00 100.00 125.00 1100.00 1150.00 200.00 1100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 23 2 7 20 0 19 20 873 30 29 976 65 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 0.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 23 2 7 20 0 19 20 873 30 29 976 65 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 6 1 2 5 0 5 5 218 8 7 244 16 Total Analysis Volume[veh/h] 23 2 7 20 0 I 19 20 I 873 I 30 29 I 976 65 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 11) Existing PM Generated with MI VISTRO ®- Version 2.00-08 Clvil Group Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.32 0.04 0.01 0.24 0.00 0.03 0.03 0.01 0.00 0.04 0.01 0.00 d_M,Delay for Movement[s/veh] 77.89 92.26 34.90 62.40 71.56 11.56 10.59 0.00 0.00 9.92 0.00 0.00 Movement LOS F F D F F B B A A A A A 95th-Percentile Queue Length[veh] 1.45 1.45 1.45 0.87 0.10 0.10 0.09 0.00 0.00 0.12 0.00 0.00 95th-Percentile Queue Length[ft] 36.36 I 36.36 I 36.36 21.71 I 2.59 2.59 2.33 I 0.00 I 0.00 2.97 0.00 0.00 d_A,Approach Delay[s/veh] 69.39 37.63 0.23 0.27 Approach LOS F E A A d_I,Intersection Delay[s/veh] 2.03 Intersection LOS F 4L 0 Existing PM Generated with ga VISTRO ®imme Version 2.00-08 1nrced Civil Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.2 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.008 Intersection Setup Name Monterey Drive Monterey Drive Firerock Driveway Approach Northeastbound Southw♦estbound Southeastbound Lane Configuration 41 1 " Turning Movement Left Thru Thru 1 Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 0 0 Pocket Length[ft] 30.00 I 100.00 100.00 100.00 100.00 I 100.00 Speed[mph] 25.00 25.00 15.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no yes Volumes Name Monterey Drive Monterey Drive Firerock Driveway Base Volume Input[veh/h] 22 44 18 7 7 26 Car Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 22 44 18 7 7 26 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 6 11 5 2 2 7 Total Analysis Volume[veh/h] 22 I 44 18 I 7 7 I 26 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 Existing PM Generated with 1121 VISTRO ®r kiiir Version 2.00-08 Unked Civil Group Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] 0 0 0 Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.00 0.01 0.02 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 0.00 9.23 8.53 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.04 0.00 0.00 0.00 0.10 0.10 95th-Percentile Queue Length[ft] 1.05 0.00 0.00 I 0.00 2.53 I 2.53 d_A,Approach Delay[s/veh] 2.43 0.00 8.68 Approach LOS A A A d_l,Intersection Delay Is/veh] 3.60 Intersection LOS A tilv 0 Existing PM Generated with MI VISTRO ®� tif Version 2.00-08 United Civil Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 30.6 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 7 II r 1 1 1t* if* + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 1100.00 1100.00 100.00 1100.00 1100.00 100.00 100.00 100.00 100.00 100.00 100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 17 712 16 21 542 6 4 2 25 6 0 4 (IP, Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 17 712 16 21 542 6 4 2 25 6 0 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 4 178 4 5 136 2 1 1 6 2 0 1 Total Analysis Volume[veh/h] 17 I 712 I 16 21 I 542 I 6 4 I 2 I 25 6 0 I 4 Pedestrian Volume[ped/h] 0 0 3 0 Bicycle Volume[bicycles/h] 0 0 0 0 C Existing PM Generated withrais VISTRO ® mi Version 2.00-08 United Civil Group Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.01 0.00 0.02 0.01 0.00 0.02 0.01 0.04 0.03 0.00 0.01 d_M,Delay for Movement[s/veh] 8.60 0.00 0.00 9.23 0.00 0.00 26.40 30.04 11.01 24.59 30.62 10.50 Movement LOS A A A A A A D D B C D B 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.07 0.00 0.00 0.07 0.17 0.17 0.12 0.12 0.12 95th-Percentile Queue Length[ft] 1.27 0.00 0.00 1.85 I 0.00 0.00 1.78 I 4.16 I 4.16 2.90 I 2.90 2.90 d_A,Approach Delay[s/veh] 0.20 0.34 14.23 18.95 Approach LOS A A B C d_I,Intersection Delay[s/veh] 0.72 Intersection LOS D 111 1 46.. Existing PM Generated with • VISTRO ®_ Version 2.00-08 United Civil IG°"° Traffic Volume- Base Volume •y /..fr., N.,,,, A. . I ° 1 t 1., 4 V ,i f 3 ! `,..a• '� �s � � s ,. . , P` f `"s' 1 i �. r: " / y\,,,,,, ,l ,� dsy L C)/7-----6' 0 ri )'-'-/:::-.1‘. jr-- (-----'2 )::---/f°b1). /,._° #,_ Existing PM Generated with mg VISTRO ®� Version 2.00-08 UntedC d *.• ';1:1..4.: ; Group Traffic Conditions Ft• .fir •�... .,,,, '7, \ ; ' " 'i it. , 4, 0.,,. ,:10. . .4:-. ' 1 1. twof'� r. ... y✓ .A' d amram, ','-. °r °! sett (le 1 � Delay:92.2�� � I 7r\44.‘—}Ir ��Delay:9.23 Delay:30.62 LOS: F LOS:A LOS: D V/C:0.036 V/C:0.008 V/C:0.000 y 14 Z \C C Existing PM Generated with mg VISTRO Version 2.00-08 United Civll- Vistro File: K:\...\Tractor Supply.vistropdb Scenario 4: Background 2015 AM Report File: K:\...\04- Background 2015 AM.pdf 4/25/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.036 55.6 F Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 SEBL 0.002 9.0 A Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.005 23.3 C Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types,they are taken for the whole intersection. Background 2015 AM Generated with cm VISTRO ®� Version 2.00-08 United C p Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.0 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.002 Intersection Setup Name Monterey Drive Monterey Drive Firerock Driveway Approach t Northeastbound Southwestbound Southeastbound Lane Configuration II I 41* Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 0 0 Pocket Length[ft] 30.00 I 100.00 100.00 I 100.00 100.00 100.00 Speed[mph] 25.00 25.00 15.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no yes Volumes Name Monterey Drive Monterey Drive Firerock Driveway Base Volume Input[veh/h] 20 12 23 7 2 14 tor Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 20 12 23 7 2 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 5 3 6 2 1 4 Total Analysis Volume[veh/h] 20 12 23 I 7 2 I 14 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 C Background 2015 AM Generated with 1113 VISTRO ®- Version 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] 0 0 0 Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.00 0.00 0.01 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 0.00 9.00 8.49 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.04 0.00 0.00 0.00 0.05 0.05 95th-Percentile Queue Length[ft] 0.96 0.00 0.00 I 0.00 1.18 I 1.18 d_A,Approach Delay[s/veh] 4.56 0.00 8.55 Approach LOS A A A d_I,Intersection Delay[s/veh] 3.63 Intersection LOS A CP' Background 2015 AM mon Generated withgzi VISTRO Version 2.00-08 United Civil Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 23.3 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity(v/c): 0.005 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration "I I I r 4 1 I I" 4 1 F► + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 100.00 1100.00 100.00 1100.00 100.00 100.00 100.00 100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 9 427 3 21 591 5 9 0 26 8 1 15 ILlor Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000_ Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 9 436 3 21 603 5 9 0 27 8 1 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 109 1 5 151 1 2 0 7 2 0 4 Total Analysis Volume[veh/h] 9 436 3 21 603 5 9 I 0 I 27 8 I 1 15 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 4111110. Background 2015 AM I Generated with 121 VISTRO ®- Version 2.00-08 United Civil Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.16 0.04 0.02 0.20 0.03 0.03 0.03 0.01 0.00 0.01 0.01 0.00 d_M,Delay for Movement[s/veh] 46.36 55.55 18.49 44.90 50.85 11.68 9.87 0.00 0.00 9.56 0.00 0.00 Movement LOS E F C E F B A A A A A A 95th-Percentile Queue Length[veh] 0.77 0.77 0.77 0.69 0.18 0.18 0.08 0.00 0.00 0.04 0.00 0.00 95th-Percentile Queue Length[ft] 19.30 I 19.30 19.30 17.30 I 4.40 I 4.40 2.03 I 0.00 I 0.00 1.04 I 0.00 I 0.00 d_A,Approach Delay[s/veh] 38.66 30.95 0.23 0.12 Approach LOS E D A A d_I,Intersection Delay[s/veh] 1.50 Intersection LOS F IL" Background 2015 AM Generated with Mal VISTRO ®- Version 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.02 0.01 0.00 0.03 0.00 0.03 0.04 0.00 0.02 d_M,Delay for Movement[s/veh] 8.76 0.00 0.00 8.28 0.00 0.00 19.11 22.82 9.74 21.48 23.28 10.81 Movement LOS A A A A A A C C A C C B 95th-Percentile Queue Length[veh] 0.03 0.00 0.00 0.06 0.00 0.00 0.11 0.11 0.11 0.20 0.20 0.20 95th-Percentile Queue Length[ft] 0.70 0.00 I 0.00 1.44 I 0.00 I 0.00 2.64 I 2.66 I 2.66 4.92 I 4.92 4.92 d_A,Approach Delay[s/veh] 0.18 0.28 12.08 14.89 Approach LOS A A B B d_l,Intersection Delay[s/veh] 0.92 Intersection LOS C 111 Background 2015 AM Generated with MI VISTRO 5 :,.,.,:.,4:,.,..,:.;;sr. :' . ®rCr Version 2.00-08 United CHi'-Traffic Volume- Future Total Volume t� �, .4ry:,IR :Alit A #:,,. ''s' Ni!::' •-;) 1 '' r ` . a i v ' CIF 0 CI) ,�� titi r )•-..-./ / gAN )\ r ^� do 0'' �-. r� �� 0 aa'y �� I:.n3 90 C Background 2015 AM Generated with EMI VISTRO ®- Version 2.00-08 United C"'- Traffic Conditions k ~r s .4. ,:.,„;'f 1 ,,. J., ..i s,�� �r Sir(/ '„y •afr } I \ 41 ,,. W , ' . e , p • t IL 77.---v '•,-.- 411 v.-7>"\\ )\ ../ / 7/:;-----:\\''.—Ar Delay:55.55 c Delay:9.00 Delay:23.28 LOS: F LOS:A LOS: C V/C:0.036 V/C:0.002 V/C:0.005 \( 15/ x_fly Background 2015 AM Generated with VISTRO Mri or Version 2.00-08 United Civl- Vistro File: K:\...\Tractor Supply.vistropdb Scenario 5: Background 2015 MID Report File: K:\...\05- Background 2015 MID.pdf 4/25/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.015 39.5 E Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 SEBL 0.002 9.2 A Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.012 27.9 D Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. 41k. Background 2015 Midday Generated with Cal VISTRO ® mo Version 2.00-08 United Cin7 Group Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 39.5 Analysis Method: HCM2010 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity(v/c): 0.015 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration P i 1 1 i i r ,11 i- Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right I Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 IPocket Length[ft] 100 00 1 100.00 100.00 100.00 100.00 100.00 125.00 100.00 150.00 200.00 100.00 1100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 37 2 12 18 2 22 14 572 26 33 641 85 (111. Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 38 2 12 18 2 22 14 583 27 34 654 87 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 10 1 3 5 1 6 4 146 7 9 164 22 Total Analysis Volume[veh/h] 38 I 2 I 12 18 I 2 I 22 14 I 583 I 27 34 654 I 87 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 Background 2015 Midday Generated withgra VISTRO ®- Version 2.00-08 United QW1 Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.24 0.02 0.02 0.10 0.02 0.03 0.02 0.01 0.00 0.04 0.01 0.00 d_M,Delay for Movement[s/veh] 35.06 39.53 17.89 26.97 33.37 10.45 9.25 0.00 0.00 8.87 0.00 0.00 Movement LOS E E C D D B A A A A A A 95th-Percentile Queue Length[veh] 1.08 1.08 1.08 0.32 0.15 0.15 0.05 0.00 0.00 0.11 0.00 0.00 95th-Percentile Queue Length[ft] 26.93 I 26.93 26.93 8.11 I 3.67 I 3.67 1.24 0.00 0.00 2.74 I 0.00 0.00 d_A,Approach Delay[s/veh] 31.27 18.62 0.21 0.39 Approach LOS D C A A d_l,Intersection Delay[s/veh] 1.90 Intersection LOS E C Background 2015 Midday mmis Generated with go VISTRO ®- Nom Cr Version 2.00-08 United Civil Group Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.2 Analysis Method: FICM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.002 Intersection Setup Name Monterey Drive Monterey Drive Firerock Driveway Approach t Northeastbound Southwestbound Southeastbound Lane Configuration II t Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 0 0 Pocket Length[ft] 30.00 100.00 100.00 I 100.00 100.00 100.00 Speed[mph] 25.00 25.00 15.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no yes Volumes Name Monterey Drive Monterey Drive Firerock Driveway Base Volume Input[veh/h] 25 36 19 4 2 23 CBase Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage(%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 26 37 19 4 2 23 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 7 9 5 1 1 6 Total Analysis Volume[veh/h] 26 37 19 I 4 2 23 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 C Background 2015 Midday I igrom Generated with mg VISTRO Version 2.00-08 Mil 1oi°On1- Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] 0 0 0 Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.00 0.00 0.00 0.00 0.02 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 0.00 9.21 8.49 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.00 0.07 0.07 95th-Percentile Queue Length[ft] 1.24 0.00 0.00 I 0.00 1.85 I 1.85 d_A,Approach Delay[s/veh] 3.01 0.00 8.55 Approach LOS A A A d_l,Intersection Delay[s/veh] 3.64 Intersection LOS A S 1 Background 2015 Midday i Generated with MI VISTRO ®. Version 2.00-08 United Civil "OUP Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 27.9 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity(v/c): 0.012 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 1 11 r i i I. 1 + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 1100.00 1100.00 100.00 1100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 7 545 11 28 618 5 5 0 33 3 2 13 (IIIr Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 7 556 11 29 630 5 5 0 34 3 2 13 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 139 3 7 158 1 1 0 9 1 1 3 Total Analysis Volume[veh/h] 7 I 556 I 11 29 I 630 I 5 5 I 0 I 34 3 2 I 13 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 (kw Background 2015 Midday • I Generated with IIEI VISTRO11211 Version 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.01 0.00 0.03 0.01 0.00 0.02 0.00 0.05 0.02 0.01 0.02 d_M,Delay for Movement[s/veh] 8.84 0.00 0.00 8.70 0.00 0.00 23.01 27.42 10.25 24.59 27.91 10.78 Movement LOS A A A A A A C D B C D B 95th-Percentile Queue Length[veh] 0.02 0.00 0.00 0.09 0.00 0.00 0.07 0.15 0.15 0.15 0.15 0.15 95th-Percentile Queue Length[ft] 0.56 0.00 0.00 2.24 0.00 I 0.00 1.87 I 3.71 I 3.71 3.73 I 3.73 I 3.73 d_A,Approach Delay[s/veh] 0.11 0.38 11.89 14.99 Approach LOS A A B B d_I,Intersection Delay[s/veh] 0.81 Intersection LOS D II ! k Background 2015 Midday Generated withgin VISTRO Iiii y Version 2.00-08 1n1edCvi1- Traffic Volume-Future Total Volume 441* *Ti• 1 4......•ti••� 3 ��r+J.t r i w!S' Si 44h Y ::44$ '';' ' .. ,) 't''f 'I. 4 1 1. " T N.' / f f)) ij... , :440 ,,,, ''0,. ..,4, /.. 07 _ . ti t S. { 10 s---- C) 0 es, 'L`t N.bt a 60%Background 2015 Midday Generated with Egg VISTRO thy Version 2.00-08 unrcedcmg- ai Traffic Conditions Ti •,. V h..• .i t0 y . 3 .� >? Sffilli* v .17 Sle 4' t,it:;it ;ir , : ,,,) i 1 i i, 1 t/.: se a 1 , . C C3,44:\\4.0. 'k...—, .40/ 1(;*----"----‘--)ir ',.._,, / 77:-.:,....ir 11::—.: Delay:39.53 c Delay:9.21 Delay: 27.91 LOS: E LOS:A LOS: D \ \ IC:0.015 V/C:0.002 V/C:0.012 5/4,,_ N,/,...s..:Th.....,,, C Background 2015 Midday I Generated with MI VISTROwow Croup Version 2.00-08 United Civil Vistro File: K:\...\Tractor Supply.vistropdb Scenario 6: Background 2015 PM Report File: K:\...\06 - Background 2015 PM.pdf 4/25/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.039 101.4 F Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 SEBL 0.008 9.2 A Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.000 31.6 D Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. Background 2015 PM Generated with glig VISTRO lir tkir Version 2.00-08 United Civil Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 101.4 Analysis Method: HCM2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.039 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 4 41 I 111 r 1111* Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 100.00 1100.00 125.00 1100.00 150.00 200.00 100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 23 2 7 20 0 19 20 873 30 29 976 65 (1., Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 I 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 I 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 I 0 I 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 I 0 I 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 I 0 I 0 Total Hourly Volume[veh/h] 23 2 7 20 0 19 20 890 31 30 996 66 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 11.0000 11.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 11.0000 1.0000 Total 15-Minute Volume[veh/h] 6 1 2 5 0 5 5 223 8 8 I 249 I 17 Total Analysis Volume[veh/h] 23 2 7 20 0 19 20 890 31 30 996 66 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 Background 2015 PM Generated with Ei111 VISTROEr cor Version 2.00-08 United ci"i'- Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.34 0.04 0.01 0.26 0.00 0.03 0.03 0.01 0.00 0.04 0.01 0.00 d_M,Delay for Movement[s/veh] 84.15 101.39 38.36 66.65 75.77 11.65 10.70 0.00 0.00 10.09 0.00 0.00 Movement LOS F F E F F B B A A B A A 95th-Percentile Queue Length[veh] 1.55 1.55 1.55 0.92 0.11 0.11 0.09 0.00 0.00 0.13 0.00 0.00 95th-Percentile Queue Length[ft] 38.76 38.76 38.76 23.04 I 2.63 2.63 2.37 0.00 I 0.00 3.18 0.00 I 0.00 d_A,Approach Delay[s/veh] 75.21 39.86 0.23 0.28 Approach LOS F E A A d_l,Intersection Delay[s/veh] 2.13 Intersection LOS F III I L Background 2015 PM Generated with MIM VISTRO ®mm cor Version 2.00-08 United Civil Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.2 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.008 Intersection Setup Name Monterey Drive Monterey Drive Firerock Driveway Approach Northeastbound Southwestbound Southeastbound Lane Configuration41 I t I ir Turning Movement Left Thru Thru Right Left Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 0 0 0 Pocket Length[ft] 30.00 100-00 100.00 100.00 100.00 100.00 Speed[mph] 25.00 25.00 15.00 Grade[%] 0.00 0.00 0.00 Crosswalk no no yes Volumes Name Monterey Drive Monterey Drive Firerock Driveway Base Volume Input[veh/h] 22 44 18 7 7 26 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 Total Hourly Volume[veh/h] 22 45 18 7 7 27 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 II Total 15-Minute Volume[veh/h] 6 11 5 2 2 7 Total Analysis Volume[veh/h] 22 45 18 I 7 7 I 27 Pedestrian Volume[ped/h] 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 I (1116. Background 2015 PM iv Generated with 1211 VISTRO ®- Version 2.00-08 United C"'- Intersection Settings Priority Scheme Free Free Stop Flared Lane no Storage Area[veh] 0 0 0 Two-Stage Gap Acceptance no Number of Storage Spaces in Median 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.00 0.01 0.03 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 0.00 9.24 8.53 Movement LOS A A A A A A 95th-Percentile Queue Length[veh] 0.04 0.00 0.00 0.00 0.10 0.10 95th-Percentile Queue Length[ft] 1.05 0.00 0.00 I 0.00 2.60 2.60 d_A,Approach Delay[s/veh] 2.40 0.00 8.68 Approach LOS A A A d_l,Intersection Delay[s/veh] 3.62 Intersection LOS A ID C Background 2015 PM mum Generated with EMI VISTRO ®- omm Version 2.00-08 United Civil Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 31.6 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 'I f r 11 i 1 Turning Movement Left 1 Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft) 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1100.00 100.00 100.00 100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 17 712 16 21 542 6 4 2 25 6 I 0 I 4 I libliw Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 17 726 16 21 553 6 4 2 26 6 0 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 4 182 4 5 138 2 1 1 7 2 0 1 Total Analysis Volume[veh/h] 17 726 16 21 553 6 4 2 26 6 0 4 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 L Background 2015 PM Generated with MI VISTRO ®- Version 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 ITwo-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.01 0.00 0.02 0.01 0.00 0.02 0.01 0.04 0.03 0.00 0.01 d_M,Delay for Movement[s/veh] 8.63 0.00 0.00 9.29 0.00 0.00 27.14 30.95 11.09 25.26 31.56 10.57 Movement LOS A A A A A A D D B D D B 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.07 0.00 0.00 0.07 0.17 0.17 0.12 0.12 0.12 95th-Percentile Queue Length[ft] 1.29 0.00 0.00 1.87 0.00 0.00 1.84 I 4.37 I 4.37 2.99 I 2.99 2.99 d_A,Approach Delay[s/veh] 0.19 0.34 14.34 19.39 Approach LOS A A B C d_I,Intersection Delay[s/veh] 0.72 Intersection LOS D • L. Background 2015 PM Generated with 1121 VISTRO illi cor Version 2.00-08 United Civil Group Traffic Volume- Future Total Volume :/► • 11 . -: 3 'i Se4% '1PI/ , .i f .r 4 t_ Uh , ," ' 3 „,... -,N .41/2.,. . 0.. ,.. r• '' 't, 111,of ,, ,„4 ,� .... O ry ' l k IIIi"..-dir 11(/// ri. : �� ti )/ �1)41� � �`(-D A 0 , C. try Q vp p (kw Background 2015 PM I I ;�►Generated with MI VISTRO1111111 Version 2.00-08 United Civl- Traffic Conditions . . . A.1r , . .. .. .). • „., ._., le Sbi V 4i, ..„ '' , , ® * ` '\\)441"' 0 4 10 `A .° >' ', r a • L A :1 * -'1 7 ,/:,---,--: 111,---: say: 101.39 ( Delay:9.24 "I Delay:31.56 LOS:F LOS:A LOS: D V/C:0.039 V/C:0.008 V/C:0.000 \\\N...---z ,---4,, s'-' C Background 2015 PM Noi Generated with GE VISTRO ®h Version 2.00-08 �"°' Vistro File: K:\...\Tractor Supply.vistropdb Scenario 7: Total 2015 AM Report File: K:\...\07 -Total 2015 AM.pdf 6/27/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.037 56.8 F Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 SEBT 0.000 9.6 A Driveway 3 Monterey Drive &Saguaro Two-way stop HCM2010 SEBT 0.005 23.4 C Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. gaW Total 2015 AM Generated withGin VISTROilr Version 2.00-08 United Civil Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 56.8 Analysis Method: HCM2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.037 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration + 1 1 i i i r ..,I If' Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100.00 100.00 100-00 100.00 100 00 100.00 125.00 100.00 1150.00 200.00 1100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 17 3 9 22 2 18 20 803 6 11 801 68 flir Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 0.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 2 0 7 0 0 2 8 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 17 3 9 24 2 25 20 819 8 19 817 69 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 4 1 2 6 1 6 5 205 2 5 204 17 Total Analysis Volume[veh/h] 17 I 3 I 9 24 I 2 I 25 20 819 I 8 19 I 817 69 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 C Total 2015 AM Generated with Gm VISTRO ®i_ United civil Group L Version 2.00-08 Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.17 0.04 0.02 0.22 0.03 0.04 0.03 0.01 0.00 0.02 0.01 0.00 d_M,Delay for Movement[s/veh] 48.67 56.82 19.13 47.62 52.44 11.76 9.87 0.00 0.00 9.54 0.00 0.00 Movement LOS E F C E F B A A A A A A 95th-Percentile Queue Length[veh] 0.81 0.81 0.81 0.80 0.22 0.22 0.08 0.00 0.00 0.07 0.00 0.00 95th-Percentile Queue Length[ft] 20.17 20.17 20.17 19.92 5.47 I 5.47 2.03 0.00 0.00 1.79 I 0.00 I 0.00 d_A,Approach Delay[s/veh] 40.34 30.23 0.23 0.20 Approach LOS E D A A d_I,Intersection Delay[s/veh] 1.69 Intersection LOS F (1111111, Total 2015 AM Generated with GM VISTRO ®- Lor Version 2.00-08 United CVd- Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 9.6 Analysis Method: HCM2010 Level Of Service: A Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Monterey Drive Monterey Drive Access A Firerock Driveway Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 1 1♦I. if. Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 30.00 100.00 11 00.00 30.00 100.00 1100.00 100.00 100.00 1100.00 100.00 100.00 1100.00 Speed[mph] 25.00 25.00 30.00 15.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no yes Volumes Name Monterey Drive Monterey Drive Access A Firerock Driveway Base Volume Input[veh/h] 20 12 0 0 23 7 0 0 0 2 I 0 I 14 I (10111, Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.00 1.00 1.02 1.02 1.00 1.00 1.00 1.02 1.00 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 10 2 0 0 9 0 2 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 20 12 10 2 23 7 9 0 2 2 0 14 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 11.0000 Total 15-Minute Volume[veh/h] 5 3 3 1 6 2 2 0 1 1 0 4 Total Analysis Volume[veh/h] 20 12 10 2 23 7 9 0 2 2 0 14 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 k Total 2015 AM Generated with Gm VISTRO ®H lopy Version 2.00-08 United Civil- Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 55.6 Analysis Method: HCM2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.036 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration " juI if* 1 i I r 1111" Turning Movement Left Thru Right Left Thru Right Left Thru Right Left I Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 I 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 I 0 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 100.00 100.00 125.00 100.00 150.00 200.00 100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 17 3 9 22 2 18 20 803 6 11 801 68 LBase Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 17 3 9 22 2 18 20 819 6 11 817 69 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 4 1 2 6 1 5 5 205 2 3 204 17 Total Analysis Volume[veh/h] 17 3 9 22 2 18 20 819 6 11 817 69 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 Background 2015 AM Generated with GM VISTRO ®� mm Version 2.00-08 UnitedIii civil Group Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[vehj 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 7.26 0.00 0.00 9.20 9.62 8.44 9.11 9.63 8.49 Movement LOS A A A A A A A A A A A A 95th-Percentile Queue Length[veh] 0.04 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.04 0.05 0.05 0.05 95th-Percentile Queue Length[ft] 0.96 0.00 0.00 0.09 0.00 0.00 0.93 I 0.93 I 0.93 1.19 I 1.19 1.19 d_A,Approach Delay[s/veh] 3.48 0.45 9.06 8.57 Approach LOS A A A A d_I,Intersection Delay[s/veh] 3.93 Intersection LOS A Lir kw Total 2015 AM Generated withgiri VISTRO ® ,. Version 2.00-08 United ""''- Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 23.4 Analysis Method: HCM2010 Level Of Service: C Analysis Period: 15 minutes Volume to Capacity(v/c): 0.005 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration I f i t I I I III if Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 1100 00 100.00 100.00 1100.00 1100.00 100.00 100.00 1100 00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 9 427 3 21 591 5 9 0 26 8 1 15 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 2 0 0 0 0 2 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 9 436 3 23 603 5 9 0 29 8 1 15 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 109 1 6 151 1 2 0 7 2 0 4 Total Analysis Volume[veh/h] 9 I 436 I 3 23 I 603 I 5 9 I 0 I 29 8 I 1 I 15 Pedestrian Volume[ped/h] 00 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 (hIr Total 2015 AM Generated withgag VISTRO ®- Version 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.02 0.01 0.00 0.03 0.00 0.04 0.04 0.00 0.02 d_M,Delay for Movement[s/veh] 8.76 0.00 0.00 8.29 0.00 0.00 19.23 22.97 9.75 21.66 23.42 10.82 Movement LOS A A A A A A C C A C C B 95th-Percentile Queue Length[veh] 0.03 0.00 0.00 0.06 0.00 0.00 0.11 0.11 0.11 0.20 0.20 0.20 95th-Percentile Queue Length[ft] 0.70 0.00 I 0.00 1.58 I 0.00 I 0.00 2.66 I 2.87 I 2.87 4.96 I 4.96 I 4.96 d_A,Approach Delay[s/veh] 0.18 0.30 12.00 14.96 Approach LOS A A B B d_l,Intersection Delay[s/veh] 0.95 Intersection LOS C L coy Total 2015 AM Generated with mg VISTRO Er Version 2.00-08 """rdavi1 Signal Warrants Report For Intersection#1: Shea Boulevard & Monterey Drive Warrants Summary Warrant Name Met? #1 Eight Hour Vehicular Volume No #2 Four Hour Vehicular Volume No #3 Peak Hour No Intersection Warrants Parameters Major Approaches SE,NW Minor Approaches NE,SW Speed>40mph Yes Population<10,000 Yes Warrant Factor 70% Warrant Analysis Traffic Volumes Hour Major Streets Minor Streets SE NW NE SW 1 17 18 1 1 2 17 18 1 1 3 25 27 2 1 4 25 27 2 1 5 34 36 2 1 6 85 91 5 3 7 93 100 6 3 8 169 181 10 6 9 296 317 18 10 10 305 326 18 10 11 305 326 18 10 12 330 353 20 11 13 364 389 22 12 14 381 407 23 13 15 381 407 23 13 16 407 434 24 14 17 508 543 31 17 18 534 570 32 18 19 576 615 35 20 20 644 688 39 22 21 678 724 41 23 22 796 851 48 27 23 813 869 49 28 24 847 905 51 29 Total 2015 AM Generated with Mg VISTRO ®� Version 2.00-08 United Civil coup Warrant Analysis by Hour Hour Major Lanes Minor Lanes Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B 1 8 35 3 2 No No No No No No No No No No 2 8 35 3 2 No No No No No No No No No No 3 8 52 3 3 No No No No No No No No No No 4 8 52 3 3 No No No No No No No No No No 5 8 70 3 3 No No No No No No No No No No 6 8 176 3 8 No No No No No No No No No No 7 8 193 3 9 No No No No No No No No No No 8 8 350 3 16 No No No No No No No No No No 9 8 613 3 28 No No No No No No No No No No 10 8 631 3 28 No No No No No No No No No No 11 8 631 3 28 No No No No No No No No No No 12 8 683 3 31 No No No No No No No No No No 13 8 753 3 34 No No No No No No No No No No 14 8 788 3 36 No No No No No No No No No No 15 8 788 3 36 No No No No No No No No No No 16 8 841 3 38 No No No No No No No No No No 17 8 1051 3 48 No No No No No No No No No No 18 8 1104 3 50 No No No No No No No No No No 19 8 1191 3 55 No No No No No No No No No No 20 8 1332 3 61 No No No No No No No No No No 21 8 1402 3 64 No No No No No No No No No No 22 8 1647 3 75 No No No No No No No No No No 23 8 1682 3 77 No No No No No No No No No No 24 8 1752 3 80 No No No No No No No No No No Hours Met 0 0 0 0 0 0 0 0 0 0 Warrant 3 Condition A Orientation NE SW Total Stopped Delay Per Vehicle on Minor Approach(s) 30.2 40.3 Number of Lanes on Minor Street Approach 2 1 VehicleHours of Stopped Delay on Minor Approach([hjh:mm) 0:25 0:19 Delay Condition Met No No Volume on Minor Street Approach During Same Hour 51 29 High Minor Volume Condition Met No No Total Entering Volume on All Approaches During Same Hour 1832 1832 Number of Approaches on Intersection 4 4 Total Volume Condition Met Yes Yes Warrant Met for Approach No No Warrant Met for Intersection No Total 2015 AM Generated with lag VISTRO ®r Version 2.00-08 United CH- Traffic Volume- Future Total Volume �• . p1 '''t: 5 F.` •.... ..4, ..:. :`•1:ati;E► .ise . ,/,/ _N\ , ) 1 ,ii , . , 4, ...., ,,, ..„, . . 4, . ,w " ,..,, ..4, .f. 440 \. - 4%0 . ,..0 \ ...,44 „ „,:. ... .....„ : ,, , ..4 ... ,7 ..... ,. . 0,0, „ „fr, _. 4040,'' .46 ,e0, oa. f 1 ,,, 1 ,,tom f , . 1 e9' , tiff C)(--../ ,+ .� `Pti 'sel\�. .�i `$ )\4 41. ),:v, )/ _:\: if v\( L Total 2015 AM Generated with MI VISTRO monom Version 2.00-08 United Civil Group Traffic Conditions 5 .°'' .; :�.%"r•,.- •. Y • a i to ' , r • \ , # it ,, : ,i i i i t, ° t 4 CI •—...% 14:1-: Crif `11---:; ,i) ''.--,-''-:-Af vier,..? )\ / c Ai\ Delay:56.82 C Delay:9.63 Delay:23.42 LOS: F LOS:A LOS: C N\/C:0.037 Ny/C:0.000�y ) V/C:0.005 c l Cr Total 2015 AM Generated with Mg VISTRO ®E Version 2.00-08 1t1etlOvi1— Vistro File: K:\...\Tractor Supply.vistropdb Scenario 8: Total 2015 MID Report File: K:\...\08-Total MID 2015.pdf 6/27/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.017 46.5 E Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 NWBT 0.000 10.3 B Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.013 28.8 D Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. Total 2015 Midday Generated withGop VISTRO tow Version 2.00-08 united civil Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 46.5 Analysis Method: HCM2010 Level Of Service: E Analysis Period: 15 minutes Volume to Capacity(v/c): 0.017 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestboundst Northwestbound Southeastbound Lane Configuration III. i i i r i i I I. Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100.00 1100.00 100.00 100.00 1100.00 100.00 125.00 100.00 1150.00 200.00 1100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 37 2 12 18 2 22 14 572 26 33 641 85 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 0.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 8 0 36 0 0 7 32 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 38 2 12 26 2 58 14 583 34 66 654 87 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 10 1 3 7 1 15 4 146 9 17 164 22 Total Analysis Volume[veh/h] 38 2 12 26 2 58 14 583 34 66 654 87 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 Total 2015 Midday Generated with GE VISTRO Nom ittion, Version 2.00-08 United CvI- Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.29 0.02 0.02 0.16 0.02 0.08 0.02 0.01 0.00 0.07 0.01 0.00 d_M,Delay for Movement[s/vehl 43.47 46.50 21.51 32.06 37.39 10.77 9.25 0.00 0.00 8.97 0.00 0.00 Movement LOS E E C D E B A A A A A A 95th-Percentile Queue Length[veh] 1.33 1.33 1.33 0.57 0.33 0.33 0.05 0.00 0.00 0.22 0.00 0.00 95th-Percentile Queue Length[ft] 33.37 33.37 33.37 14.20 I 8.28 I 8.28 1.24 I 0.00 0.00 5.45 I 0.00 I 0.00 d_A,Approach Delay[s/veh] 38.52 17.83 0.21 0.73 Approach LOS E C A A d_l,Intersection Delay[s/vehl 2.70 Intersection LOS E Cow Total 2015 Midday Generated with GE111 VISTRO ®- Version 2.00-08 Unrced Civil Group Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 10.3 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Monterey Drive Monterey Drive Access A Firerock Driveway Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration ill- 11* + ♦'i" Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 30.00 1100.00 100.00 30.00 1100.00 100.00 100.00 1100.00 100.00 100.00 100.00 1100.00 Speed[mph] 25.00 25.00 30.00 15.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no yes Volumes Name Monterey Drive Monterey Drive Access A Firerock Driveway Base Volume Input[veh/h] 25 36 0 0 19 4 0 0 0 2 0 23 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.00 1.00 1.02 1.02 1.00 1.00 1.00 1.02 1.00 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 39 10 0 0 44 0 11 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 26 37 39 10 19 4 44 0 11 2 0 23 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 7 9 10 3 5 1 11 0 3 1 0 6 Total Analysis Volume[veh/h] 26 37 39 10 19 4 44 I 0 I 11 2 I 0 I 23 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 L Total 2015 Midday Generated with mg VISTRO ®_ Lir Version 2.00-08 United Civil croup Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.00 0.00 0.01 0.00 0.00 0.06 0.00 0.01 0.00 0.00 0.02 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 7.38 0.00 0.00 9.98 10.30 8.89 9.61 10.18 8.49 Movement LOS A A A A A A A B A A B A 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.02 0.00 0.00 0.22 0.22 0.22 0.07 0.07 0.07 95th-Percentile Queue Length[ft] 1.24 I 0.00 I 0.00 0.50 I 0.00 I 0.00 5.44 I 5.44 5.44 1.87 I 1.87 I 1.87 d_A,Approach Delay[s/veh] 1.86 2.24 9.76 8.58 Approach LOS A A A A d_l,Intersection Delay[s/veh] 4.72 Intersection LOS B filer Total 2015 Midday Generated with MI VISTRO Version 2.00-08 United Civil croup Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 28.8 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity(v/c): 0.013 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration I i I r 1 I 1 if, + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 100.00 1100.00 100.00 1100.00 100.00 100.00 100.00 100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 7 545 11 28 618 5 5 0 33 3 2 13 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 10 0 0 0 0 11 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 7 556 11 39 630 5 5 0 45 3 2 13 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 2 139 3 10 158 1 1 0 11 1 1 3 Total Analysis Volume[veh/h] 7 556 11 39 630 I 5 5 I 0 I 45 3 I 2 I 13 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 cow Total 2015 Midday Generated withEgg VISTRO Eli cVersion 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.01 0.00 0.04 0.01 0.00 0.03 0.00 0.06 0.02 0.01 0.02 d_M,Delay for Movement[s/veh] 8.84 0.00 0.00 8.74 0.00 0.00 23.80 28.37 10.34 25.76 28.81 10.81 Movement LOS A A A A A A C D B D D B 95th-Percentile Queue Length[veh] 0.02 0.00 0.00 0.12 0.00 0.00 0.08 0.20 0.20 0.15 0.15 0.15 95th-Percentile Queue Length[ft] 0.56 0.00 0.00 3.04 0.00 I 0.00 1.95 I 4.99 I 4.99 3.85 I 3.85 3.85 d_A,Approach Delay[s/veh] 0.11 0.51 11.68 15.30 Approach LOS A A B C d_l,Intersection Delay[s/veh] 0.96 Intersection LOS D L (kW Total 2015 Midday Generated withGps VISTRO E. Version 2.00-08 U dO Go" Signal Warrants Report For Intersection#1: Shea Boulevard & Monterey Drive Warrants Summary Warrant Name Met? #1 Eight Hour Vehicular Volume No #2 Four Hour Vehicular Volume No #3 Peak Hour No Intersection Warrants Parameters Major Approaches SE,NW Minor Approaches NE,SW Speed>40mph Yes Population<10,000 Yes Warrant Factor 70% Warrant Analysis Traffic Volumes Hour Major Streets Minor Streets SE NW NE SW 1 13 16 2 1 2 13 16 2 1 3 19 24 3 2 4 19 24 3 2 5 25 32 3 2 6 63 81 9 5 7 69 89 9 6 8 126 161 17 10 9 221 282 30 18 10 227 291 31 19 11 227 291 31 19 12 246 315 34 20 13 271 347 37 22 14 284 363 39 23 15 284 363 39 23 16 303 387 41 25 17 379 484 52 31 18 398 508 54 33 19 429 549 58 35 20 480 613 65 40 21 505 646 69 42 22 593 759 81 49 23 606 775 83 50 24 631 807 86 52 Total 2015 Midday Generated with Ca11 VISTRO ®imm Version 2.00-08 United Civirop IG ' Warrant Analysis by Hour Hour Major Lanes Minor Lanes Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B 1 8 29 3 3 No No No No No No No No No No 2 8 29 3 3 No No No No No No No No No No 3 8 43 3 5 No No No No No No No No No No 4 8 43 3 5 No No No No No No No No No No 5 8 57 3 5 No No No No No No No No No No 6 8 144 3 14 No No No No No No No No No No 7 8 158 3 15 No No No No No No No No No No 8 8 287 3 27 No No No No No No No No No No 9 8 503 3 48 No No No No No No No No No No 10 8 518 3 50 No No No No No No No No No No 11 8 518 3 50 No No No No No No No No No No 12 8 561 3 54 No No No No No No No No No No 13 8 618 3 59 No No No No No No No No No No 14 8 647 3 62 No No No No No No No No No No 15 8 647 3 62 No No No No No No No No No No 16 8 690 3 66 No No No No No No No No No No 17 8 863 3 83 No No No No No No No No No No 18 8 906 3 87 No No No No No No No No No No 19 8 978 3 93 No No No No No No No Yes No No 20 8 1093 3 105 No No No No No No No Yes No No 21 8 1151 3 111 No No No No No No No Yes No No 22 8 1352 3 130 No No No No No Yes Yes Yes Yes No 23 8 1381 3 133 No No No No No Yes Yes Yes Yes No 24 8 1438 3 138 No No No No No Yes Yes Yes Yes No Hours Met 0 0 0 0 0 3 3 6 3 0 Warrant 3 Condition A Orientation NE SW Total Stopped Delay Per Vehicle on Minor Approach(s) 17.8 38.5 Number of Lanes on Minor Street Approach 2 1 VehicleHours of Stopped Delay on Minor Approach([h]h:mm) 0:25 0:33 Delay Condition Met No No Volume on Minor Street Approach During Same Hour 86 52 High Minor Volume Condition Met No No Total Entering Volume on All Approaches During Same Hour 1576 1576 Number of Approaches on Intersection 4 4 Total Volume Condition Met Yes Yes Warrant Met for Approach No No Warrant Met for Intersection No 416 Total 2015 Midday Generated with Mg VISTRO ®� Version 2.00-08 United Civil Group Traffic Volume-Future Total Volume ' ♦ a4 ♦ ;� a i .r * . ` ♦ � VP if" j%0, , 1� ¢ te �I' .. 1 ' " L "" ...s.. ,... s„ =,.",.-',•,,. , :up, „, ens 0 *� ho el ll �JI RJ/0�6 ?� �f/ .:tp ' 1\�_A �/ cap 1\ r ` 1N " ( 1 ` /( .„.§!)./".„.....s., \(........„2 ,N ,"'-'',4 /,'-'N „s7,, ‘,,;o: "Th oscrt, L Total 2015 Midday Generated with 1133 VISTRO ®� Version 2.00 08 1nrcedCv''- Traffic Conditions � • •i 0‘_ * 'ft VT . A w i Ma 3 1111 , :, . ,,,,,. ....., \ „ .,.. • ,.., ,, , . .e. ''''',0 ,..'" ." v. Bad. 0 1 , r �. % "` r may, \ illiPilf aia;c:: '.---, (1) }: Delay: �� � (-::--): A/c:46.5 �y Delay: 10.30 Delay:28.81 LOS: E LOS: B LOS: D ve/C:0.017 1\\........_R/4V/C:0.0000e, V/C:0.01\( ....,,,,, \( lir Total 2015 Midday Generated with VISTRO ®� Version 2.00-08 1o1e°Ovi1— Vistro File: K:\...\Tractor Supply.vistropdb Scenario 9: Total 2015 PM Report File: K:\...\09 -Total 2015 PM.pdf 6/27/2014 Intersection Analysis Summary ID Intersection Name Control Type Method Worst Mvmt V/C Delay(s/veh) LOS 1 Shea Boulevard & Monterey Two-way stop HCM2010 NEBT 0.044 126.5 F Drive 2 Monterey Drive & Firerock Two-way stop HCM2010 NWBT 0.000 10.3 B Driveway 3 Monterey Drive & Saguaro Two-way stop HCM2010 SEBT 0.000 32.7 D Boulevard V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst(highest) delay value; for all other control types, they are taken for the whole intersection. l Total 2015 PM Generated with 12111 VISTRO ®- Version 2.00-08 United Civil Group Intersection Level Of Service Report #1:Shea Boulevard&Monterey Drive Control Type: Two-way stop Delay(sec/veh): 126.5 Analysis Method: HCM2010 Level Of Service: F Analysis Period: 15 minutes Volume to Capacity(v/c): 0.044 Intersection Setup Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration + 4 1* i i I r -,i i 1' Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Wdth[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 0 0 0 1 0 0 1 0 1 1 0 0 Pocket Length[ft] 100.00 1100.00 100.00 100.00 1100.00 100.00 125.00 1100.00 150.00 200.00 100.00 100.00 Speed[mph] 25.00 25.00 45.00 45.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Monterey Drive Monterey Drive Shea Boulevard Shea Boulevard Base Volume Input[veh/h] 23 2 7 20 0 19 20 873 30 29 976 65 Lliir Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 0.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 0.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 8 0 36 0 0 7 32 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 23 2 7 28 0 55 20 890 38 62 996 66 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 6 1 2 7 0 14 5 223 10 16 249 17 Total Analysis Volume[veh/h] 23 2 7 28 I 0 I 55 20 I 890 I 38 62 I 996 I 66 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 (ilier Total 2015 PM Generated with MI VISTRO ®r tour Version 2.00-08 United Ci up Intersection Settings Priority Scheme Stop Stop Free Free Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.42 0.04 0.01 0.42 0.00 0.10 0.03 0.01 0.00 0.08 0.01 0.00 d_M,Delay for Movement[s/veh] 112.63 126.52 54.20 92.80 86.73 12.12 10.70 0.00 0.00 10.27 0.00 0.00 Movement LOS F F F F F B B A A B A A 95th-Percentile Queue Length[veh] 1.91 1.91 1.91 1.62 0.32 0.32 0.09 0.00 0.00 0.27 0.00 0.00 95th-Percentile Queue Length[ft] 47.82 147.82 47.82 40.41 I 8.12 I 8.12 2.37 0.00 0.00 6.79 I 0.00 I 0.00 d_A,Approach Delay[s/veh] 100.72 39.34 0.23 0.57 Approach LOS F E A A d_l,Intersection Delay[s/vehj 3.36 Intersection LOS F tor Total 2015 PM Generated with GO VISTRO ii cVersion 2.00-08 United Civil Intersection Level Of Service Report #2:Monterey Drive&Firerock Driveway Control Type: Two-way stop Delay(sec/veh): 10.3 Analysis Method: HCM2010 Level Of Service: B Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Monterey Drive Monterey Drive Access A Firerock Driveway Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration 4, ♦!'► i * + 4 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No.of Lanes in Pocket 1 0 0 1 0 0 0 0 0 0 0 0 Pocket Length[ft] 30.00 100.00 100.00 30.00 100.00 1100.00 100.00 1100.00 100.00 100.00 100.00 1100.00 Speed[mph] 25.00 25.00 30.00 15.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no yes Volumes Name Monterey Drive Monterey Drive Access A Firerock Driveway Base Volume Input[veh/h] 22 44 0 0 18 7 0 0 0 7 0 26 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.00 1.00 1.02 1.02 1.00 1.00 1.00 1.02 1.00 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 39 10 0 0 44 0 11 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 22 45 39 10 18 7 44 0 11 7 0 27 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 6 11 10 3 5 2 11 0 3 2 0 7 Total Analysis Volume[veh/h] 22 I 45 I 39 10 I 18 I 7 44 I 0 I 11 7 I 0 27 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 L Total 2015 PM Generated with gm VISTRO ® Imi Version 2.00-08 United Civil croup Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 3 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.01 0.00 0.00 0.01 0.00 0.00 0.06 0.00 0.01 0.01 0.00 0.03 d_M,Delay for Movement[s/veh] 7.30 0.00 0.00 7.40 0.00 0.00 10.01 10.30 8.93 9.65 10.21 8.54 Movement LOS A A A A A A B B A A B A 95th-Percentile Queue Length[veh] 0.04 0.00 0.00 0.02 0.00 0.00 0.22 0.22 0.22 0.11 0.11 0.11 95th-Percentile Queue Length[ft] 1.05 0.00 I 0.00 0.50 I 0.00 0.00 5.48 I 5.48 5.48 2.67 I 2.67 I 2.67 d_A,Approach Delay[s/veh] 1.51 2.11 9.79 8.77 Approach LOS A A A A d_l,Intersection Delay[s/veh] 4.66 Intersection LOS B L 411100, Total 2015 PM rom Generated withGop VISTRO ®� Version 2.00-08 United Civil Group Intersection Level Of Service Report #3:Monterey Drive&Saguaro Boulevard Control Type: Two-way stop Delay(sec/veh): 32.7 Analysis Method: HCM2010 Level Of Service: D Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 Intersection Setup Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Approach Northeastbound Southwestbound Northwestbound Southeastbound Lane Configuration I I I r 11 F' Turning Movement Left 1 Thru Right Left Thru Right Left Thru Right Left I Thru I Right Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 I 12.00 I 12.00 No.of Lanes in Pocket 1 0 1 1 0 0 0 0 0 0 I 0 I 0 Pocket Length[ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1100.00 1100.00 Speed[mph] 35.00 35.00 25.00 25.00 Grade[%] 0.00 0.00 0.00 0.00 Crosswalk no no no no Volumes Name Saguaro Boulevard Saguaro Boulevard Monterey Drive Monterey Drive Base Volume Input[veh/h] 17 712 16 21 542 6 4 2 25 6 0 4 Ihitir Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage[%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Site-Generated Trips[veh/h] 0 0 0 10 0 0 0 0 11 0 0 0 Diverted Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume[veh/h] 17 726 16 31 553 6 4 2 37 6 0 4 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume[veh/h] 4 182 4 8 138 2 1 1 9 2 0 1 Total Analysis Volume[veh/h] 17 I 726 I 16 31 I 553 I 6 4 I 2 I 37 6 I 0 4 Pedestrian Volume[ped/h] 0 0 0 0 Bicycle Volume[bicycles/h] 0 0 0 0 1 I kW Total 2015 PM Generated with Ini VISTRO ®_ Version 2.00-08 United Civil Intersection Settings Priority Scheme Free Free Stop Stop Flared Lane no no Storage Area[veh] 0 0 0 0 Two-Stage Gap Acceptance no no Number of Storage Spaces in Median 0 0 0 0 Movement,Approach,&Intersection Results V/C,Movement V/C Ratio 0.02 0.01 0.00 0.04 0,01 0.00 0.03 0.01 0.06 0.03 I 0.00 I 0.01 d_M,Delay for Movement[s/veh] 8.63 0.00 0.00 9.34 0.00 0.00 28.14 32.11 11.21 26.58 I 32.68 I 10.63 Movement LOS A A A A A A D D B D I D I B 95th-Percentile Queue Length[veh] 0.05 0.00 0.00 0.11 0.00 0.00 0.08 0.24 0.24 0.13 I 0.13 I 0.13 95th-Percentile Queue Length[ft] 1.29 0.00 0.00 2.80 0.00 0.00 1.92 5.90 5.90 3.15 I 3.15 I 3.15 d_A,Approach Delay[s/veh] 0.19 0.49 13.76 20.20 Approach LOS A A B C d_l,Intersection Delay[s/veh] 0.88 Intersection LOS D L. Total 2015 PM 1. Generated withmri VISTRO ®— Version 2.00-08 United Civil Group Signal Warrants Report For Intersection#1: Shea Boulevard & Monterey Drive Warrants Summary Warrant Name Met? #1 Eight Hour Vehicular Volume No #2 Four Hour Vehicular Volume No #3 Peak Hour No Intersection Warrants Parameters Major Approaches SE,NW Minor Approaches NE,SW Speed>40mph Yes Population<10,000 Yes Warrant Factor 70% Warrant Analysis Traffic Volumes Hour Major Streets Minor Streets SE NW NE SW 1 19 22 2 1 2 19 22 2 1 3 28 34 2 1 4 28 34 2 1 5 38 45 3 1 6 95 112 8 3 7 104 124 9 4 8 190 225 17 6 9 332 393 29 11 10 341 405 30 12 11 341 405 30 12 12 370 438 32 12 13 408 483 36 14 14 427 506 37 14 15 427 506 37 14 16 455 540 40 15 17 569 674 50 19 18 597 708 52 20 19 645 764 56 22 20 720 854 63 24 21 758 899 66 26 22 891 1057 78 30 23 910 1079 80 31 24 948 1124 83 32 Total 2015 PM Generated with MI VISTRO ®_ Version 2.00-08 United �Group INN Warrant Analysis by Hour Hour Major Lanes Minor Lanes Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B 1 8 41 3 3 No No No No No No No No No No 2 8 41 3 3 No No No No No No No No No No 3 8 62 3 3 No No No No No No No No No No 4 8 62 3 3 No No No No No No No No No No 5 8 83 3 4 No No No No No No No No No No 6 8 207 3 11 No No No No No No No No No No 7 8 228 3 13 No No No No No No No No No No 8 8 415 3 23 No No No No No No No No No No 9 8 725 3 40 No No No No No No No No No No 10 8 746 3 42 No No No No No No No No No No 11 8 746 3 42 No No No No No No No No No No 12 8 808 3 44 No No No No No No No No No No 13 8 891 3 50 No No No No No No No No No No 14 8 933 3 51 No No No No No No No No No No 15 8 933 3 51 No No No No No No No No No No 16 8 995 3 55 No No No No No No No No No No 17 8 1243 3 69 No No No No No No No No No No 18 8 1305 3 72 No No No No No No No No No No 19 8 1409 3 78 No No No No No No No Yes No No 20 8 1574 3 87 No No No No No No No Yes No No 21 8 1657 3 92 No No No No No No No Yes No No 22 8 1948 3 108 No No No No No No Yes Yes No No 23 8 1989 3 111 No No No No No Yes Yes Yes No No 24 8 2072 3 115 No No No No No Yes Yes Yes Yes No Hours Met 0 0 0 0 0 2 3 6 1 0 Warrant 3 Condition A Orientation NE SW Total Stopped Delay Per Vehicle on Minor Approach(s) 39.3 100.7 Number of Lanes on Minor Street Approach 2 1 VehicleHours of Stopped Delay on Minor Approach([h]h:mm) 0:54 0:53 Delay Condition Met No No Volume on Minor Street Approach During Same Hour 83 32 High Minor Volume Condition Met No No Total Entering Volume on All Approaches During Same Hour 2187 2187 Number of Approaches on Intersection 4 4 Total Volume Condition Met Yes Yes Warrant Met for Approach No No Warrant Met for Intersection No i il Total 2015 PM Generated with MO VISTRO ®mmo Version 2.00-08 United Civil Traffic Volume- Future Total Volume • a 4: c.' y +''i •3 �.4,.4.r : �Y 0 •C� ,, 1 , • t.ar . .. .it\ •1 ' ., it .9 ). 1 i r.: 4 4110 -,,, :to. . ..„ , ... , so ,. t .*.,,' 0 11119 0 6:5"96' ,____, -0 55 n').> \_....„.4 vo,_, '%'$ ")(Ird .:-..4)\ R.,/,/:''s )\4 /(1' )N4 /( )/t (-:) 11 A k \d o� �9 yF0 1`t 6 ,:^8. .:de\—.s\, Q? (II Total 2015 PM I Generated withgip VISTRO ®� Version 2.00-08 urrzeac.ap Traffic Conditions * .1r4 .....::*,7::,,,iff,re,,..;:::;,,,,......,',,,,,,..,,,i1,1/4.114,,,40..:,,,,,',,,ii.'„Iv(' . .a ,:l '*..:1-'411:::,... . .‘' '—''.' ' ' . '' ' . 4, r I f (1) NK._.•• 77,..1:1 11"-- (-----) Delay:126.52 Delay: 10.30 Delay:32.68 LOS:F LOS:B LOS: D v/C:0.044 V/C: 0.000 V/C:0.000 •\\<,:‘,..,........,!„.1):A....... lirtj/// \\\/,‘:,....,...._...../f„....--..,4, „rb\--.,\ .--.4,4 Air—, ,9 Total 2015 PM APPENDIX C Storage Length 0 • 'rim. UNSIGNALIZED RIGHT-TURN STORAGE BAY LENGTH WORKSHEET Intersection: Shea Boulevard & Monterey Drive Design Year: 2015 Storage: S=Storage = Q+ B Q= Queue Length =V/60 x T x L B = Braking Distance* *based on Table 430-2-Desirable Braking Distance form the ADOT Traffic Engineering Policies, Guidelines,and Procedures,January 2000 Where: V=Vehicles Per Hour Turning T=Waiting Time (minutes) L=Average Length of Vehicles (feet) So: NEB SWB NWB SEB V= 0 0 49 0 vehicles per hour rr. T= 0 0 2 0 minutes L= 0 0 25 0 feet MPH = 0 0 45 0 mph B= 0 0 200 0 feet Q= 0 0 41 0 feet S = 0 0 241 0 feet USE: S= 0 0 250 0 FEET `... * CALL TO ORDER AND PLEDGE OF ALLEGIANCE—Chairman Lloyd Pew * MOMENT OF REFLECTION—Chairman Lloyd Pew * ROLL CALL—Chairman Lloyd Pew SCHEDULED PUBLIC APPEARANCES/PRESENTATIONS i) Report with discussion and possible direction to staff regarding initiating amendments to the Hillside Disturbance regulations in the zoning and/or subdivision ordinances. — Vice-Chairman Michael Archambault CALL TO THE PUBLIC Pursuant to A.R.S. §38-431-01(G),public comment is permitted(not required)on matters not listed on the agenda.Any €' such comment (i)must be within the jurisdiction of the Commission and (ii) is subject to reasonable time, place, and manner restrictions. The Commission will not discuss or take legal action on matters raised during"Call to the Public" unless the matters are property noticed for discussion and legal action. At the conclusion of the call to the public, individual Commission members may(i) respond to criticism, (ii)ask staff to review a matter or(iii)ask that the matter be placed on a future Commission agenda. REGULAR AGENDA ITEM(S) (1) CONSIDERATION of APPROVING the meeting minutes of the regular meeting of the Planning and Zoning Commission dated April 24,2014. (2) PUBLIC HEARING to receive comments on ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning Ordinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea Blvd, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case#Z2014-02 (3) CONSIDERATION of ORDINANCE #14-07, an amendment to the Town of Fountain Hills Zoning Ordinance and Zoning Map to change the zoning on a 5.53 acre property located at 17130 E. Shea Blvd, from C-2 to TRACTOR SUPPLY COMPANY PAD. Case#Z2014-02 (4)COMMISSION DISCUSSION/REQUEST FOR RESEARCH to staff. Items listed below are related only to the propriety of(i)placing such items on a future agenda for action or(ii) directing staff to conduct further research and report hack to the Commission. (5)SUMMARY OF COMMISSION REQUESTS from Senior Planner. Planning and Zoning Commission Agenda Page 2 of 3 (6)REPORT from Senior Planner and Zoning Administrator,Planning and Zoning Division of Development Services. • (7)ADJOURNMENT Supporting documentation and staff reports furnished to the Commission with this agenda are available for review in the Planning&Zoning Division of the Development Services Department. DATED this 17th day of July 2014 By: R ert Rodgers, Senior Planner anning and Zoning Division The Town of Fountain Hills endeavors to make all public meetings accessible to persons with disabilities. Please ice)or 1-800-367-8939(TDD)48 hours prior to the meeting to request reasonable accommodations to participate in this m-� jority of the Council Members may be in attendance. No official action will be taken. 411 ice is hereby given that pursuant to A.R.S. §1-602.A.9,subject to certain specified statutory exceptions,parents have nt before the State or any of its political subdivisions make a video or audio recording of a minor child. Meetings of the lanning and Zoning Commission are audio and/or video recorded,and,as a result,proceedings in which children are present may 'ect to such recording. Parents in order to exercise their rights may either file written consent with the Town Clerk to su '"ding, or take personal action to ensure that their child or children are not present when a recording may be made. If a child present at the time a recording is made, the Town will assume that the rights afforded parents pursuant to A.R.S. §1-602.A.9 ha been w II Ic Planning and Zoning Commission Agenda Page 3 of 3